Protective flood barrier system

ABSTRACT

Protective flood barrier system on the base of mobile protective flood barriers is offered. Each of these barriers comprises two or more filled elongate sleeves, a web, connecting theirs web and forming means. Envelops of said sleeves and said web are made from flexible impermeable material. These barriers are convenient for protection of separate houses, the extensive areas, as walls of a water basin. They allow reducing wind-induced waves and can be used for repair of earthen dams. The high-efficiency means accelerating installation of barriers are provided.

CROSS-REFERENCE TO RELATED APPLICATIONS

This is the first application filed for the present invention.

TECHNICAL FIELD

The present invention relates to design of barrier systems on the base of two or more filled sleeves having flexible envelop for protection of people and building against flood.

BACKGROUND

Humanity struggles against the dangerous of natural phenomena that are caused by strong water streams or strong winds, protecting the lives and dwellings. For this purpose various means are used. One out of them is sleeves made on the basis of filled cylinders. These barriers separate one part of environment (water, air) from another, protecting from a strong wind or water streams.

The strong rains cause flooding of extensive territories and rivers and strong winds raise a water level in narrow gulfs or river mouths. Therefore the means for protection against a strong wind and flood water are necessary.

Many patents offer various designs of the barriers using cylinders, sleeves or oblong chambers filled with water or air and placed on a earth surface in the path of water stream (high water).

But the works, devoted to struggle against wind-induced incoming surge waves and subsequent flooding, it is much less. For wind-induced surge protection it is used the powerful gate-dams operating in Holland and England, projects in Venice and Russia, which are capable to separate area of high water from protected zone and which are closed only in the dangerous period and open for navigation in the rest time. Dear and complex constructions are used.

A number of the patents, devoted to the protection against the high flood water by means of the barriers comprising one, two or more tight tube-like sleeves (chambers, balloons, members) made from an flexible material (plastic, a composite, polymer), established and fixed on a ground surface on the path of a water stream is known. Thus try to reach mobility of barriers, simplicity to their installation and fixing.

Two classes of the protective flood barriers located on the ground and using two or more tube-like sleeves with impermeable envelops and filled by filler are known. Barriers of first class comprise one or more sleeves located in side-by-side, and Barriers of second class comprise two or more sleeves removed from each other, connected by a web, on which the pressing down ballast is placed.

Designs made on the basis of one sleeve demand an obligatory attachment to the ground by means of preliminary prepared fastenings on the ground surface. An example serves U.S. Pat. No. 5,988,946 (Reed C.) wherein the inflatable barrier made from air-inflatable bubbles is described. For keeping said bubbles in collapsible state it is intended a trough that is placed between the protected area and the flooding area and said trough sides which are all preferably surfaced with concrete. It is supposed, that is in advance known, as and where it is necessary to protect. However, this decision demands to create of the complex concreted trench that dearly and is not always real.

In U.S. Pat. No. 6,957,928 Lofton M. B. offers more mobile and convenient design using augers for fastening to the ground and special rigid flanges for integration of these inflatable cylinders (tubular sleeves) by means of netting positioned over tubular sleeve that is anchored on opposite sides of tubular sleeve by said augers. However, the similar system is convenient only for small areas protection.

In U.S. Pat. No. 4,981,392 Taylor G. L. offers a water inflatable structural module for constructing temporary dikes and related structures, comprising two identical elongated flattened cylinders which are sealed at opposite lateral ends to form a sealed, watertight chamber within a cylinder. The cylinders are joined by a flexible web. Several modules may be stacked in an interlocking structure of any desired height without the use of fastening elements. These blocks are the constructive “bricks” intended for forming a laterally interlocking structure and cannot form a continuous protective barrier.

In U.S. Pat. No. 5,645,373 Jenkins J. T. describes a temporary flood control system comprising elongated flexible, inflatable, tubular member secured to each other and adapted to be disposed on the ground for anchoring a generally sheet like vertically extendable barrier wall or an inflatable tubular barrier sleeve disposed above and connected to the ballast members. These members are at least partly fillable with ballast, and may be inflated with pressurized air. Such barrier forms “an easy fence”, is not adapted for the subsequent strengthening and cannot protect against strong flooding.

In Pat. Appl. US 20030118407 Henning G. and Svend A. P. offer only a method of erecting a transportable dam comprising at least one inflatable flexible element and don't offer a design of a concrete barrier.

U.S. Pat. No. 6,126,362 (Carter T. L., et al) describes the dike consisting of two different tube-like sleeves that are fastened to each other. The author uses a skirt-cloth extending from the front side of the barrier abutting against the flood side substrate surface to prevent a water leakage under the dike. However, there is a danger that at dike installation it will be necessary to straighten said skirt that requires time.

U.S. Pat. No. 5,125,767 (Dooleafe, D, 1992) is one of first patents that offered various dams formed from comprises at least a pair of water filled elongate flexible chambers interlocked in side-by-side relationship and that may incorporate additional flexible water filled bad in the ends thereof as anchors. But density of water as an anchor or a ballast is insufficient for stability of a barrier. And the top arrangement of a water bag also does not promote it. In U.S. Pat. No. 6,481,928 and U.S. Pat. No. 6,783,300 Doolaege D. offers to use two flexible sleeves located close to each other. However, a similar barrier is intended for other purpose and requires the special means of fastening in the case of flood.

Doolaege D. offers to use a zipper only for fastening end faces of sleeves (U.S. Pat. No. 6,783,300).

In U.S. Pat. No. 6,641,329 (Clement G. M.) a liquid filled dam is described. The dam may be assembled as a packet of plurality tube-like elongate flexible sleeves connected by straps. This simple design demands manual labour at its installation for said plurality separate sleeves connection.

The first prior art is the Patent RU 2093638 (Feldman B. J., 1994, 1996) is shown in FIG. 1A-C. In this patent the flood protection dam comprises two elongate flexible sleeves made from the water-proof material. These sleeves are filled with water, ground, sand, or combinations thereof, interconnected by flexible web and located on the ground and located at the predetermined distance. The space between said sleeves is occupied by the ballast (concrete blocks, stones, ground, sand, metal structures, sandbags, water or any combination of aforesaid materials). Advantages of this decision: a) two sleeves, parallel to each other and removed from each other, allow to create the bounded capacity for loading a ballast, and b)the opportunity to use said ballast having any form and volume, including a free-flowing ballast and liquid. Said ballast carries out two functions: a) supports a front sleeve and b) presses a web to the ground, interfering with water infiltration. This patent solves one of the main problems: immediate loading after mounting said barrier on the ground and so that dam resistance grew as loading the space located between said sleeves.

The similar decision is offered in U.S. Pat. No. 6,726,405, Pat. CA 2416971(Rorheim T. O. Norvay, PCT filling date 18 Jun. 1999, WO 2000/079062), where claims 1 and 2 repeat my above-mentioned patent RU 2093638. However, further the use of air as filler weakens a resistance of such dam and isn't perspective.

A number of patents that offer folding protective barriers is known. (U.S. Pat. No. 6,692,188, Walker; U.S. Pat. No. 5,645,373, Jenkins J. T.; Pat. Appl. US 2007116522, Boudreax H. K., et al; U.S. Pat. No. 6,450,733 Krill H-J,et al; Pat. Appl. US20060072969 Obermeyer H. K., et al). Last material (US 20060072969) comprises the description of water control gates and related inflatable actuators. The design is suitable for a water gate, but too complex for creation of barriers against flooding. Besides fastening of a filled bladder(s) and the organization of a joint of a front panel and a frame are too complex.

Walker A. G., et al (U.S. Pat. No. 6,692,188) offer a folding design, using a triangle barrier and an apron connected to said barrier by a pivot. Said barrier is formed by porous panels faced to flooding and a flexible panel. However, the arrangement of the apron interferes with use of the ballast increasing resistibility of a barrier. Pegs installation demands manual skills, and the sizes of said apron are those, that it is difficult to find such free strip in real conditions (approximately up to 20 meters).

Harry B. P. (Pat. Appl. US 20020110424) offers a primitive structure contained an elongated liquid-tight container filled with a liquid, comprising an eyelet coupled to said container and secured to the ground where said eyelet and a stake are corded. This invention cannot prevent a water leakage between said container and the ground.

Baruh B. G. (U.S. Pat. No. 6,164,870) offers an inflatable dike that is consists of several sections for protecting houses and roadways. Each of said sections has an upper cover and comprises handles for lifting this cover and inflatable lower bladder. That dike requires hand-help mounting and has deficient stability by increase of high water level.

Frame structures are described in different patents. Wiseman H., et al, (U.S. Pat. No. 6,676,333) offer to use a collapsible frame structure that is consisted of several beams and consider this structures as cofferdams that demand not only require to be capable of quick assembly and disassembly for ease in erection, but and transportation and storage. The choice of such structures was defined by that said artificial cofferdams demand high durability (The beams are preferably constructed of hollow cylindrical steel tubing with an outside diameter of about four inches, having a tensile strength of around 60,000 pounds). Such structures are convenient for assembly, but demand for this significant time and leave a problem of water filtration through a cofferdam sole.

The technology an RDFW (Rapid Deployment Flood Wall) is known. It uses a modular, collapsible plastic grid that serves as a direct replacement for sandbag walls. An RDFW wall is quickly expanded into place and then filled from the top with a loader, excavator, bottom-dump, or other piece of earthmoving equipment. However, this useful technology requires “dry object” and don't allow to use such machinery as dredgers.

The aforesaid barriers are intended for flood protection directly in residential areas, cities or vicinities. However, it is known, that the significant part of floods is caused by a wind creating on the sea or lakes a surge incoming wave. The wind raises the sea level near to coast, and flooding wave falls on coast. Especially the greater wave is formed along the rivers or gulfs. A collapsible rubber dam (U.S. Pat. No. 4,498,810 by Murametsu, et al) is intended for river damming, but cannot protect against this danger.

However, similar dams have not found application to protect against surge wave. In England and in Holland are constructed, in Italy and in China (U.S. Pat. No. 7,229,234 by Lim P T) are designed powerful and dear gate-dams, capable to separate area of high water from other zone, and these gates are closed only at the dangerous period and are opened in the rest of the time for navigation.

None of these above-mentioned barriers provides simplicity and speed of assembly, fast installation at occurrence of danger, the minimal laboriousness and to resistance of a real water flow, and also protection against flooding various objects. Nobody considers designs that are allow protecting different objects on the base of united technology. The analysis of thousand illustrations that are made at the time of last flood in Yahoo gallery confirms this conclusion and shows that. Everyone practically uses only sandbags.

The present invention is based of above-mentioned patent RU 2093638. It allows raising stability of barriers, as much as possible to mechanize process of their installation and to expand an application field the offered barriers to struggle against flooding, in particular for weakening wind-induced incoming surge waves and creation of cheap water basins-traps.

The present invention allow to create a flood protective system that is able to protect different objects located on the protected area. The offered system can be cheap enough, can be quickly established and put into operation, capable to protect effectively said objects, using group of the barriers considering properties of protected objects and executed on the basis of united technology.

SUMMARY

The first aspect of the present invention consists in that the offered system includes means made on the base of united technology and allowing to create system for protection against flooding that is caused different reasons, but having one result in view of destroying cities and killing people. New design can have tour types that are convenient for creation of dam-barriers against flooding, for important buildings protection, for weakening streams of the fast river into dangerous places, for creation of additional barriers along river coasts, for creation of channels for water removal, for creation of water basins-traps walls and for weakening wind-induced incoming surge waves and for repairing dam rupture. These types-modifications of said mobile protective barriers are correspondently: EB—Elongated barrier for territory protection, SB—Surrounding house barrier, DB—Detaching sea surface from atmosphere barrier, PB—barrier-Patch for dams. They have a cheap design, accessible to mass production, allows preparing quickly theirs for protection against flooding. These modifications supplement to each other, can be successfully used together with other methods, for example, with sandbags and RDFW, and can be enable to create a united complete multilevel barrier system on the base of unified technology for protection against dangerous water.

The second aspect of present invention consists in that the creation of similar multilevel system allows to improve the quality of the protection, each of successive levels of the protection in such system weakens a hazard action, composition and arrangement of said modifications determined by the features of the protected objects and environment, surrounding relief and meteorological conditions, and said barriers can be easy-to-used together with traditional dams, widely used sandbags or RDFW technology.

The third aspect of present invention consists in that said flood protection barriers comprise two or more rows of chambers, an elongate impermeable web made from flexible material, each of said rows comprises one (a sleeve) or more said chambers, and at least one of said rows comprises said chamber(s) with flexible impermeable envelop; said sleeves and chambers are intended for filling with filler: water, ground, sand, pulp or air and the like. The space between said sleeves is occupied by the ballast (concrete blocks, stones, ground, sand, metal structures, sandbags, water sleeves or chambers or any combination of aforesaid means). The present invention allows solving the main problems: immediate loading by ballast after mounting said barrier and so that dam resistance increases as loading the space located between said sleeves. The resistance against water of such dams is increases in parallel with increasing flood water level.

The fourth aspect consists in that offered barriers may be in two state: working state when said barriers protects from flood water, and collapsed state, and said barriers being in the collapsed state are folded as package, and may be reserved and easy transported in this state to dangerous place there they are mounted and transformed to working state.

The fifth aspect of present invention consists in that offered barriers allow can be delivered to dangerous places sufficient fast using helicopters, airplanes, ekranoplanes, hybrid-dirigibles, sea ships, and the like, and mounting sufficient fast using high performance equipment (dredgers, conveyers, etc).

The following aspect of present invention consists in that ground flood protection EBs comprise two or more elongate sleeves. Said sleeves are made from the flexible water-proof material, are filled with water, ground, sand, combinations thereof, are interconnected by flexible web and located on the ground surface so that said sleeves are separated at the predetermined distance that is loaded by said ballast.

The seventh aspect consists in that offered EBs comprise forming means that allows to create transition forms of said barriers sufficiently rapid, and these forms allow to begin ballast loading and filling with filler, not waiting of completion of barrier transformation in the working state, and that are solid or pressurized flexible sleeves, providing growth of resistance against flood during the increase of its height.

The eighth aspect of present invention consists in that said forming means for EBs are chosen from: rigid spreaders that straighten said web in breadth, rigid springy and tube-like filled with water (or air) ribs that are opened the space between said sleeves for ballast loading.

The following aspect of present invention consists in that said system allows to use fixing means chosen from following: concrete blocks preliminary buried in a superficial ground layer, anchor units for fastening said web with the help of rope ends by “one bolt” and/or supporting blocks, supported piles, and like. Said means can comprise deepening means in the view of jet engine, heavy head. Said DBs can use fastened on the ground winches, bottom anchors, floating underground anchors and towboats.

The following aspect consists in that said barriers includes means that interfere to sliding of said EBs and SBs (sleeves and webs) and infiltration of water under this web (or/and sleeve), and these means are chosen as special covering, for example, hydrophobic, superhydrophobic, nanonails, and the like, and.

The following aspect consists in that said barriers comprise fastening coverings that allow to fasten additional flexible bands, repair web to said sleeve envelops, to fasten said sleeve envelops and said web to solid ground base (asphalt and the like), and said coverings are chosen from following: gecko adhesive, Velcro and the like.

The twelfth aspect includes supersliding means (as polyacrylate and the like) that help in sliding of water along said sleeves and/or webs of EBs, SBs and Dbs.

The thirteenth aspect consists in that a “zipper” is used for fast connecting of separated parts of web lengthwise and to close cuts in the web. For accelerating a robot, comprising a slider, a drive and a control unit, is proposed. Such robot has to have at least two or three operations and shifts step-by-step or “tooth-by tooth”.

The fourteenth aspect of present invention consists in that said barrier system comprises a car equipped by overhead conveyer in which the package of said EB in collapsed state is suspended on sliding elements and which allows quickly to open out a barrier in place.

The following aspect of present invention consists in that said SBs is the formed as a skeleton made in the view of truss on the base of “collapsible construction equipment”, said skeleton is fastened to the ground and is covered fully by the impermeable flexible web from the front and from below, and said web is fastened to said skeleton. Such design allows accelerating and simplifying installation of flood protective barriers and can be very useful if high flooding about 0.5-0.8 m.

The following aspect consists in that said DB made in the view of collapsible floating pontoon, comprising a plurality of sleeves located in parallel or united in the view of cellular structure of bundles consisted of several sleeves, a part of said sleeves are filled with air and said pontoon is covered by impermeable upper web, smooth or smooth and reflecting, and is detached sea surface from atmosphere and prevents, on the one hand, to affecting of wind to water surface and formation of surge wave, and, on the other pumping over of energy from the heated water to air.

The following aspect consists in that said DB of cellular structure, wherein upper surface of said upper web has high absorbing and high heat-conducting surface, comprising heat-isolating substrate. This allows creating a heated surface of large area.

The following aspect consists in that said DB of cellular structure, wherein the upper web has high heat-conductivity and reflection, and main web located from below and forming chambers that can be filled with cold water by external source, for example, as artificial upwelling water pump stations (Dunn S., Kirke B., Feldman B. et al US20070270057, Kithil P. W. US 20080175728). Such device allows to reserve said cold water sufficient time interval, not fearing that more heavy water will drown. This also allows reducing a quantity of water pumps that are necessary for creating a cold water surface layer for protection against hurricane.

The nineteenth aspect consists in that it is offered two methods of said DB installation. The first method offers to use a underwater conveyor, the second method offers dropping said DB, that is in collapsed state, into sea water surface.

The following aspect consists in that offered design comprising two sleeves (or row of chambers) connected to each other by impermeable web allows to create PB for dams or SBs repairing. The feature of this design is the preliminary setting of piles, dropped down from a helicopter, partitioning off a stream by palisade. Such palisade does not almost cause resistance of water and is a support for following dropping down said PB that is in the collapsed state. Said PB being in the collapsed state arrives bottom and subsequent filling one of said sleeves with air unfolds said web upwards from the side of water stream leaning against said palisade. This web includes facilities impedimental its displacing round piles.

The twenty-first aspect consists in that said DBs comprise lower web that together with main web forms a plurality of chambers filled with water and so that weight of this water would suffice for compensation of the possible falling of atmospheric pressure above said DBs.

The twenty-second aspect consists in creation of artificial relief comprising artificial “trees” made from reinforced plastic fastened to the bottom and connected between themselves and concrete blocks filled with sand. Suck block may be forms as basis for growth of corals. It is known that in those places where coral colonies have remained, waves were much weaker, than in those places where these colonies have been destroyed. Said “trees” weaken shock wave as and mangos trees, but mangos grow slowly. Said blocks are mounted on the way of shock wave in the places of the sharpest change of bottom relief. Their forms are calculated according to this relief. They decline said bottom shock wave upwards, compelling though part of said wave to go out in air and to lose part of wave energy during this transition and its moving on air.

The twenty-third aspect consists in creation of active means for weakening shock wave. Concerted explosion(s) of a plurality of electrohydraulic shock wave generators mounted on the way of shock wave in the places of the sharpest change of bottom relief allows to decline said bottom shock wave upwards, compelling though part of said wave to go out in air and to lose part of wave energy during this transition and its moving on air. A number of underwater sensors allow detecting the time moment of effective explosion(s). Electrical power station can provided with energy these generators. This effect can be used at depths of tens of meters and especially in places similar the Nankai Trough.

The offered designs are sufficiently simple, cheap and allow to create the multilevel system of protecting against floods. Last forecasts about possible catastrophes in Atlantic require serious actions for protection of dangerous places of shore and low-lying areas.

The present invention allows to create:

the fast, cheap and effective the flood protective system that may be mounted when danger arises or previously,

the system having at different objects of protection on the basis of the same designs, including protection of separate constructions, territories, weakening of the flooding caused surge or shock waves,

the channels for water removal and rescue of people, the water basin (storage) on a way of a water flow and the patches that allows to repair small dams.

The offered barriers, placed on the ground, are largely intended for use in plane area, and long piles with the engine can be useful and in a hilly terrain.

Remark: The problem of disassembling are not examined in this application. This problem is uncritical at times unlike mounting the rapidity of which is necessary in case of danger occurring.

BRIEF DESCRIPTION OF THE DRAWING

A forth below detailed description of the present invention will follow by reference to the following drawings of specific embodiments of the invention. These drawings depict only typical embodiments of the invention and are therefore not to be considered limiting of its scope. In the drawings:

FIG. 1 illustrate the according to Pat. RU 2093638 (prior art).

FIG. 2A-FIG. 2C illustrate various spreaders that are used in the present invention. FIG. 2D-FIG. 2F illustrate various variants of ballast location. FIG. 2G-2H illustrate said spreader in the view of “folding ladder”. FIG. 2I illustrates a pin (a plug) for fixing said barrier. FIG. 2J-FIG. 2M show a folding fragment (truss) that may be used as spreader and its arrangement between said sleeves.

FIG. 3A-FIG. 3B illustrate anchored means and a view of a lock for said anchored means. FIG. 3C illustrates an inserted rod-plug and anchor-socket. FIG. 3D-FIG. 3H illustrate using of the “zipper” together with said anchored block. FIG. 3I shows an opportunity of the vertical column-support using.

FIG. 4A represents a vacuum anchor. FIG. 4B-FIG. 4E represent a propellant-actuated anchor. FIG. 4F illustrates an opportunity of the propellant-actuated anchor installation by means of helicopters.

FIG. 5 shows different ways of struggle against water infiltration.

FIG. 6 shows different ways of barriers on the base of parallel sleeves using.

FIG. 7 shows different ways of ballast loading using modern earthmoving machinery and dredgers.

FIG. 8 shows barriers folded in the form of package and suspended from the vehicle conveyor.

FIG. 9 represents a barrier on the base of “collapsible construction equipment”.

FIG. 10A-FIG. 10B represent a floating DB separating wind flow from water surface. FIG. 10C-FIG. 10D are top views of said “pontoon” located in a river outlet. FIG. -10E represents a top view of DB (fragment) that is extended by three towboats. FIG. 10F represents a collapsed state of said “pontoon”. FIG. 10G-FIG. 10K represent the pontoon having cellular structure and using thin-film web sections for a covering of water surface in the cells. FIG. 10L shows a sectional barrier using oil-film.

FIG. 11 shows underwater structures for weakening water stock wave.

FIG. 12 represents an apparatus for an active protection against shock waves.

FIG. 13 represents the barrier “patch”, using piles-rockets as a support.

FIG. 14 shows the general picture of district during flooding and use of offered embodiments of the present invention in uniform protective flood barrier system.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

FIG. 1A shows one embodiment of flood protective barrier 1 according to Pat. RU 2093638. This barrier 1 comprises two sleeves 3 having a flexible envelop 2 and connected between themselves by a web 5. Each of said sleeves is filled with a filler 4 (by water, a ground, a sand or their mix). It is known many types of material that can be used as said flexible envelop (on the base of polypropylene, polyethylene etc.)

FIG. 1B represents a ballast 7 (stones, ground, sand and sandbags, concrete blocks etc) that is located between said sleeves 3 on the web 5 that is placed on the ground. Said barrier 1 is located in the path of flooding 6 and protects area 9. Ballast 7 presses said web 5 to the ground, interferes with a water filtration between the web 5 and the ground, interferes with sliding the barrier 1 under the flooding action 6 and supports a distance between sleeves 3.

FIG. 1C shows that it can be used a ballast 10 and additional water ballast 8 together. The ballast 10 is placed in spacing between said sleeves 3. A level of water 8 can exceeds a flood level.

FIG. 2A illustrates the protective EB 200 in the working state according to present application. Two sleeves 203 having impermeable flexible envelops and the web 205 connected them are shown. They may be made from plastic, composite and the like. FIG. 2A-2C show said forming means, including the rigid spreader 212 or the tube-like spreaders 210 and 214 that are filled with water through branch pipes 211 that are connected to pump subsystem (it isn't shown). The diameter of sleeves and width of a web (or distance between sleeves) are chosen with regard to a real ground relief and a flooding wave forecasting. Said sleeves are closed from two ends (it isn't shown). The diameters of these sleeves are not necessarily equal.

The diameter of at least first sleeve 203 (front sleeve that is the nearest to flood water) is chosen within allowable limits according to the expected height of flooding, and distance between sleeves on the basis of an estimation of flooding height, possible shock loading and real (established by practical consideration) factor of filling of space between sleeves. Said web is fastened to these sleeves by glue, welding and the like. The width of said web 205 in direction that is perpendicularly to said front depends of predetermined flood water height, possible weight of said ballast, properties of ground surface and lower web surface.

On the web 205 two longitudinal pipes 210 and flexible pipes-ribs 214 are fixed. The cross tubes 214 stretch the envelop 203, releasing a space for loading with ballast.

FIG. 2A-2C represent the rigid spreader 212 having the opening 213 for fixing on the ground. The spreader 212 can have on its ends the holes 213 for its fixing on the ground by means of bolts (or steel pins) or any fixing means. Such spreader 212 together the rigid ribs 216 create free space for loading by ballast. The flexible ribs (shape-memory alloy, etc.) are erected at once as soon as said barrier installing. Said ribs in the form of filled pipes are developed gradually, but first.

FIG. 2D represents the offered EB barrier after placing on the ground. The spreaders and ribs 214 (are not shown) also have formed the wide free space between said sleeves 203, convenient for loading with ballast 207. Those walls can constrain a flood water force. Said sleeves may comprise one or more section. Said sleeves contain correspondent number of branch pipes and valves that allow connecting all these chambers and sections in unity subsystem and connected it to pumping subsystem.

From protection said sleeves 203 for protection against sharp logs can be covered (or is made) of the strong armor material similar to Means of Individual Armor Protection, for example, kevlar-like (or twaron, dyneema etc). Besides this covering of the external party may be used a scaly covering consisting of plastic, ceramics, a composite or even metal, forming an armored board, use of a protective chain armour is possible (they are not shown).

FIG. 2E and FIG. 2F illustrate an example when said spreaders or said web are fastened on the ground by an anchor bolt (or pins) 220 or like. Such fastening is especially important in an initial stage when the weight of ballast 207 is still small, and useful in the further, raising resistibility of a barrier. FIG. 2F illustrates an example of said barrier comprising three sleeves 203.

FIG. 2G and FIG. 2H show the spreader “folding ladder” 220. It includes two groups of hinges: hinges 223 and hinges with stopper 224. Two long sidepieces 221 are connected by crosspieces. Each crosspiece consists of two parts 222 that are connected one to another by hinges with stopper 224. It is shown one partially folding section of said “ladder”. Such “ladder” may be used as spreader or spacer. Said “ladder” is placed on the said web 227 (FIG. 2I), in particular, between sleeves. Said sidepieces and crosspieces may made of plastic, metal, may be tube-like or have special profile.

The web 227-8 (FIG. 2I) has an opening in the view of cringle (228) or hole having a wall 229. The steel pins 225 (or other bulges) pass through said opening (hole) and such 225 (or like) may be driven into the ground or inserted as plugs into cavities-sockets inside said anchor concrete blocks (they aren't shown). Said anchor concrete block may include various locking means for fixing said pin or said bulge. An envelop 228-9 is made from high elastic material. Said pin 225 may be fastened rigidly on the sidepiece (or further the bar) 221 or use a rotating unit 226. The rotating unit allows using a self-screwing pin. Such self-screwing pin makes available fast fixing for this design.

As forming means can be used a skeleton, several sections or groups of said sections located between said sleeves and said web. They can in the view of a rigid, geometric invariable, statically determined truss collapsible structure that is built on the base of “collapsible construction equipment”, containing from bars (tubes, profiles), comprising a number of sections connected to each other. It is necessary that such structure consists of triangles formed by said bars and connected to one other in vertices. Two types are known two types of such structures: the structures of the first type comprise only triangles and are assembled from several elements (bars, triangles etc), another structures comprises folded parallelograms (see below). In second case said parallelogram is unfolded and takes the form of rectangle. The locks fixed in two vertices (c1, c2, c3, c4 FIG. 2J, 2K) of said rectangles (c3-c4-d4-d3, c3-b3-b4-c4 etc.) stiffen with said structure in this case. Said truss structures may be made from metal (aluminum, steel), plastic and carbon fiber reinforced plastic, wood construction and their combinations. Said triangles lying in the single plane form the face (front, bottom, lateral etc).

FIG. 2J and FIG. 2K represent, for example, a fragment of said folding (prefab, collapsible) truss (the truss is rigid, geometric invariable, statically determined structure) 230 consisting of rectilinear bars (rods, beams) the ends of which are hinged one to another as an example. This fragment includes two truss-cells that are formed by vertexes—hinges b1-b2-b4-b3-c1-c2-c4-c3 and c1-c2-c4-c3-d1-d2-d4-d3. Each said section consists, at least, of twelve main bars. They form lateral three faces (frames) b1-b2-b4-b3, c1-c2-c4-c3 and d1-d2-d4-d3. Each face comprises one or more triangular Each said frame is strengthened by the diagonal bars (b2-b3, c2-c3, d2-d3) that are transformed it in the triangular-formed rigid design. The frames-faces of this first pair (b1-b2-b4-b3 and c1-c2-c4-c3) are connected by cross-bars b1-c1, b2-c2, b3-c3 and b4-c4. The frames-faces of this second pair (c1-c2-c4-c3 and d1-d2-d4-d3) are connected by cross-bars c1-d1, c2-d2, c3-d3 and c4-d4. The frames-faces b1-c1-c3-b3, b2-c2-c4-b4, c1-d1-d3-c3 and c2-d2-d4-c4 are also strengthened by the diagonal bars (b1-c3, d1-c3, b2-d4 and d2-c4) that are transformed it in the triangular-formed rigid design. This diagonal bars give the constructive stiffness. Hence, said frame-face b1-c1-c3-b3 can turn as rigid planes round axe b1-b3 concerning frame-face b1-b2-b4-b3 thanks to hinges etc. Said hinges allow folding said design 230 concerning axes b1-b3, c1-c3, d1-d3, b2-b4, c2-c4 and d2-d4 as it is shown in FIG. 2K. The use of hinges-stoppers c1, c2, c3 and c4 allow affording automatic fixation of said design. Such truss may be used as spreaders that are located between said sleeves. Additional bars that can be used for additional strengthening (for example, b2-d2, b4-d4, c1-b2, c1-d2 etc) are not shown. The front face of said skeleton is formed by the frames-faces b1-c1-d1-d3-c3-b3, the back face is formed by frames-faces b2-c2-d2-d4-c4-b4.

Said barrier, wherein said skeleton consists of said separate bars, plane frames, truss-cells, collapsible truss-cells in the view of five- or more faced (hedral) trusses and said connecting means, and wherein said front face is located vertically or deflected through low angle aside protected territory; said barrier can have a back face for keeping of ballast. Said skeleton is mounted, using auxiliary components that are chosen from the group, including: bars, clips, clamps, angular elements, hinges, diagonal bars, lengthen bars, couplings, limit connectors and the like. The diagonal bars are used for formation of triangular trusses and giving of rigidity to said skeleton.

FIG. 2L and FIG. 2M illustrate schematically possibilities of using of truss 230 (as they are shown in FIG. 2K relative to flood) for strengthen of said barriers. Such trusses may be located between said sleeves 203 and distributed along barrier. The inclines of front and back bars increase stability of said barrier. The diagonal bars 236 are under compressing loading. In FIG. 2M said diagonal bars 236 rests against a supporting jack that is made in the buried concrete block 230 (each said truss includes at least two such diagonal bars). Said support ends passing through web openings (cringles) do not lead to increase water infiltration. Said ballast may be located between said trusses and inside said trusses. The separately (at the distance) located said trusses don't interfere to loading of said ballast. FIG. 2N represents additional means for flood protection. The bars 261 include hinges 262 that are placed into concrete blocks 263. Said concrete blocks 263 are fastened to ground. Other ends of said bars 261 are connected directly or additional bars to each another. The units 264 are lock units. These additional means are useful as the first line of protection.

FIG. 3A represents two variants of anchored means 320 use for increasing barrier stiffness. One or two sleeves 303, spreaders (or web) 321 and/or additional ropes (cables) that are fastened to said anchored block 320. FIG. 3B shows one example of said anchor block 320. The external form and the sizes of these blocks are chosen so that they are have been enough fixed in the given ground. For example, the hole drilled (or dug) in the ground has below expansion 323. Inside of such expansion 323 there is a metal asterisk or an anchor 325. This asterisk 325 is connected by a cable 326 to a locking part 324 located on a ground surface. The hole is filled in by concrete or stones. The lock 324 comprises an aperture 327 for an external hook. The lock part can have different forms and material depending on type of the lock. It can be mechanical, magnetic or any other. Said anchor blocks are simple enough and cheap and can be in advance mounted in the predetermined dangerous places previously.

FIG. 3C represents an anchor in the form of a rod or a pin 341. Such anchor can have a head 342 for the web fastening in barrier and pressing said web to the ground. In this case the garget 343 can be attached to the said head 342 for an infiltration exception. In other application the similar anchor-stack has no head and can be attached to corresponding design from below. The rod (pin) 341 can have various extras for fastening in the earth. FIG. 3D and FIG. 3E show metallic or plastic anchor casing 311, having a sharp edge 312 and inner channel 313 for inserted pin 315. For fixing said pin 315 into channel 313 said anchor casing 313 comprises a groove 314, and said pin 315 has a spring clamp 316. It is known many different designs for fixing anchors in the ground.

The front beams 231 (FIG. 2J) can have continuation downwards in the form of said pins 315, in particular, “tie rod” (they are not shown). Such pins and anchor casing 311 allow raising stability of barrier.

FIG. 3F, FIG. 3G and FIG. 3H illustrates use of a fastener of type “open-ended zipper” for acceleration of barrier mounting. In FIG. 3F one of anchor blocks 320 is represented. One of zipper tapes 321 including a row of zipper pins 331 is fastened to said anchor block 320. In FIG. 3F the plastic cover 332 for protection against a dust is shown also. In the collapsed state, when flood is absent, the cover 332 can be placed in a superficial layer of the ground.

FIG. 3G represents the fragment of said zipper, including the tape 321 and a mechanical part of said zipper 331. The tape 321 may include a rigid (plastic) strip that is fastened along an edge of said tape (it is not shown) for supporting the flat form of a tape. It is convenient for fastening to said anchor block and facilitates zipping.

FIG. 3H represents a cross-section of mounted barrier. The sleeve 303 is connected to zipper by cables (tapes, bands) or web 322. Both parts of said zipper (331) are connected together.

FIG. 3I and FIG. 3J illustrate an automatic slider 350. The zipper pins 352 are fastened to say zipper tapes 321. Automatic slider has a driver fastened on said slider 350 (it is not shown) and connected to two drive gears. One of said drive gears 355 is shown in FIG. 3I. FIG. 3J illustrates engagement teeth 354 of the gear 353 and said zipper pins 352. This variant is oriented on manual gearing of one of “stops” (for example, the “bottom stop”—the beginning of zipper tape). At their connection the control of said spider automatically switched on, and at achievement “top stop” (the end of the zipper tape) the drive is switched off.

FIG. 3K illustrates an alternative opportunity of using said buried anchor block 320 for installation of a vertical column—support 361 that can have various cross-sections. Such vertical obstacle is widely used for blocking automobile travel. This decision is easier and faster in any dangerous situation.

FIG. 4 shows two perspective anchors that are may be used for fastening a barrier. Attempts to use similar devices for sea ships are described in the literature.

FIG. 4A represents a vacuum anchor. The vacuum anchor includes a turned dome 401. Edges 402 of a dome 401, with which it leans on the ground, are made from an elastic material so that an interior of said dome has been hermetically isolated from atmosphere. Inside said dome is located an inlet 405 of an external pump 406 or a FAE (fire-air explosive) as in “vacuum bomb”, burning oxygen. It is necessary to use a rigid explosive that forms a rigid oxide, as, for example, aluminum powder 404. Detonators of different type are well-known. Such anchor drives into the ground by vacuum, and it is convenient for using on a compactness ground or on such rigid covering, as asphalt.

FIG. 4B and FIG. 4C represent a propellant-actuated anchor (or a pile). This anchor consists of a housing 411 having a sharp tip and the stabilizers 412. On the top (back) end of its housing 411 a rocket engine 413 is located. The housing 411 can have various facets 414, extended units or a screw bulge as self-drilling units. Diameter of this casing, its length and accessories get out from real conditions (a ground, force of influence, etc.).

FIG. 4D provides installation of said housing 411 vertically on the ground about the help of simple props 416 for subsequent penetration of the ground. FIG. 4E shows said propellant-actuated anchor (back view). For example, the apertures 417 and 418 are apertures of a jet engine and inserting pins correspondently.

Various designs of similar anchors which allow to fix them in the ground or in walls are known many: Pat. Appl. US 20070142835 (an anchor using a pre-attached suture material). After insertion, lateral wings can be deployed on the bone anchor to prevent anchor pull-out.), Pat. Appl. US 20060245841 (Self-drilling anchor), Pat. Appl. US 20050152766 (Drive anchor) etc.

FIG. 4F shows second way of using of said propellant-actuated anchor. It allows delivering quickly these anchors in remote places and to establish a lot of anchors simultaneously, that can be very important in critical situations. FIG. 4F represents one helicopter 420, equipped by a special external suspension bracket 421 on which a group of said anchor housings (or piles) 411 are fixed. It is convenient to use two helicopters type Mi-26 connected by a cross-beam (it isn't shown) as flying crane, similar to this beam. Systems of detonators and systems of exact control are known. Such anchors are convenient for using on a soft ground and at the sea or water-basin bottom as piles.

FIG. 5A an easily thin extensible film 509 located below than the lower side of said web 505 and forming a tube 513, filled with water or air, together with said web 505. Easily extensible film allows much better to press against to roughnesses of the ground and reduce a size of water filtration from below said web 505. The width of the strip 505 should be much less than width said web. This tube 513 interferes to infiltration, but too wide tube can facilitate displacement of such barrier.

Moreover, means for decreasing of infiltration may by chosen from following group, including: hydrophobic wool 520 (FIG. 5B), hydrophobic or/and gecko-adhesive covering of the lower side of said web 505 or combinations thereof.

In FIG. 5B and FIG. 5C a protective skirt 510 for struggle against water infiltration under said barrier is shown. This skirt 510 represents a strip of the thin impenetrable flexible easily extensible film fixed on a front surface of a front sleeve 503 and the bottom surface of the web 505 along said web and so, that it forms the cavity 514, having in section a triangle with the curvilinear parties. This cavity is located along said front sleeve and in parallel to it. In the FIG. 5C said spreader 512 is shown. The cavity 514 is connected to the pump subsystem and has to be filled before said sleeve 503 only for said skirt is smoothed out in contrast with U.S. Pat. No. 6,126,362, wherein similar cavity is pumped out. In our embodiment ballast holds said barrier on the place. The size of said skirt in the flood direction is very little by comparison with similar size of barrier, and said skirt don't have an effect upon said barrier position. The water pressure P passes through water 514 to the lower part of said skirt and reduces infiltration.

FIG. 6 shows different variants of the barrier systems on the basis of the present invention. FIG. 6A represents a design in which the web 613 forms a tube-like channel, and main sleeves 603 are located inside of said tube-like web 613. This channel may be used for transferring water from any source (for example, accumulator). The weight of this water is additional ballast, and this design allows increasing size of ballast essentially in comparison with known. FIG. 6B represents more reliable design than the previous figure. Said web 613 is strengthen by ballast 607. FIG. 6C represents a double barrier which allows to create the protected way 630 for evacuation of people and different the equipment. FIG. 6D illustrates an opportunity said barrier mounting in preliminary made trench 621 and may be used as a wall of a water storage-trap. Said artificial water storage allows using fresh water that is accumulated in said water storage at flooding.

FIG. 7A shows that conveyor 713 may be used for acceleration said ballast loading from local storage 711 by mounting said barrier system on the base of EB, comprising two sleeves 703 connected by said web 705. FIG. 7B and FIG. 7C show that pulp also may be used as a ballast. A dredge 714 pumps out said pulp from a reservoir 712 into space 707 between said sleeves 703 and pumps up said pulp into space 712 between sleeves 703. FIG. 7C shows that a third sleeve may be useful. The third sleeve bounds an area near the back (second) sleeve 703 so that the bottom of said area is covered by the web 705. The back sleeve 703 has an aperture 708 that connects the space between sleeves 703 and third sleeve. This aperture is closed by filter that passes only water. The pump 724 transfers said water from said area to said reservoir 712 back. Such process allows increasing density of ballast in the space between main sleeves 703. FIG. 7D shows that said apertures 708 may be located at distance.

FIG. 8 illustrates as a transport 841 allows accelerating the Elongated barrier installation. The fragment of the said barrier with the empty sleeves 803 connected by said web 805 is shown in FIG. 8A. It is shown also spreader 812 and the connecting pipeline 815. Sliding elements 809 are used for installation collapsed barrier on the overhead conveyor. FIG. 8B represents transport 841 having a platform 842. Said sliding elements 809 are placed on the rigid guide rails 851 (it is minimum two guides), and the whole barrier, consisting of sleeves 803, is assembled in an accordion package and placed on the conveyor 851 by the means of said sliding elements 809. For installation on a place one of the barrier ends is fixed and joins to a pump subsystem 861, and then will unfold at movement of transport 841.

In the wake of said transport 841 between said two sleeves the skating rink (is not shown) can move, press said web to the ground and even can be supplied by the equipment for driving said pin-nails (FIG. 3C) into the ground. Said heads can be in advance generated or to be formed at driving. Said pins can be hammered directly through a material or through preliminary made apertures fixed by cringles.

FIG. 9A illustrates a fragment (or section) of a skeleton of more simple Surrounding house barrier (SB) that is convenient for house protection. This barrier is based on the skeleton that is a set of consistently connected section-trusses established on the ground around of protected object. Certain bars belonging to truss-structure are shown. These bars may be made from aluminum, steel, plastic (reinforced plastic with carbon fiber). Two bars 911, the bar 914 and the bar 918 form the front face, two bars 912, the bar 914 and the bar 919 form the bottom face of one of said section-trusses. The bar 913 is diagonal supporting bar. Bars 916, 917 and 916 are additional and are used for the back face forming. Other bars are not shown. One of complete design of truss—cell is shown in FIG. 2J-2K before. Said skeleton can be assembled from said bars with the help of connecting elements, from preliminary made combinations of said bars, from folded sections as like FIG. 2J-2K etc. The impermeable web 920 covers said skeleton forming a front panel 921, a bottom panel 922 and a back panel 923 (correspondently the first part, the second part and the third part of said web) and is fastened by clamps (or other elements) 931. This web is covered fully said barrier against flooding. It is useful to use a preliminary cut out a pattern. Corresponding edges of a pattern can be connected by buttons, glue, ©Velcro, zipper. If necessary the pattern can be expanded by additional pieces of a material. It is supposed that an installation site of barriers and roughness of a surface of the ground surface are known in advance. Usually such designs (“collapsible construction equipment”) are calculated on 2500-4000 kN/sq. m with a sufficient stock that corresponds to flooding height of 0.5-0.8 meters. Practically it is enough in many cases. Corresponding choice of the bar diameter and its thickness allows to provide confident protection of houses at higher water level. The similar design of a barrier demands to use said steel pins (FIG. 3C). These pins are fastened to said bottom bars or are continuations of said bars 911, 916. They are cut or struck (driven in) into the ground surface or fixed into anchored buried blocks to exclude barrier displacement under shifting action of water flow. This skeleton can be gathered from separate bars, can use already ready frames or the sells collected by means of connecting means (bars, clips, clamps, angular elements, hinges, diagonal bars, lengthen bars, couplings, limit connectors and the like) for assemblage acceleration.

FIG. 9B shows a schema of said bars' using. The front faces based on the bars 911 and other take over flood water pressure through holes that are made in said web. The bars of 910 and 913 type work in compression and take over said pressure and use supporting anchors 963. It is shown said anchor in the view of buried concrete block 963. The anchor 962 and anchor 963 may be made in the view of dowel-block.

FIG. 9C shows said fixing means in the view of bore or screw 964, 966. The bores, screws and fastening to buried concrete blocks allows fixing in all direction. This bore has a head 965 and a slot 967 for a screwdriver having a long axial shaft (it isn't shown). Said head 965 rests against said bar 914. This screw 964 passes through opening in said bar, further through opening in web 922 (second strip) that is framed by a cringle. Between said web and the ground a layer of hydrophobic wool 948 or any means for weakening infiltration. Fixing means as like metallic pins allows fixing skeleton only in horizontal direction.

FIG. 9D illustrates a fragment of cross-section of said simple barrier. Said bars 911, 914, 916 and 917 are shown. A bar 915 is an example of diagonal bar. The web 921, 922 and 923 cover said skeleton. Simple anchors in the view of steel pins 961 are fastened to the bottom faces, directed downwards for inserting into the ground and made in the form of simple extended point. Said second part 922 of web lies on the ground pressed to ground by ballast 950. Anchors 961 in the form of simple steel pins keep this barrier in a horizontal direction

The embodiment shown in FIG. 9D limits an opportunity of fast loading said ballast. Dimensional rigid blocks or metal constructions, being put on bars, interfere with pressing of said web to the ground. FIG. 9E proposes to use two layers of ballast: lower layer—sand 952 or analogous material, upper layer—the rest of ballast 951. In this FIG. is shown one of a plurality of chambers 942. The lower part of its envelop 941 is high elastic thin film. These chambers 942 are filled with water (or air) for reducing infiltration and their width is less than said width of second web strip 922 in order to don't reduce the resistance against flood.

FIG. 9F proposes to use the second group of the chambers 945 filled with water instead sand. Said chambers have also high elastic thin film 943. The fixing means aren't shown in FIG. 9E and 9F. FIG. 9G shows a fragment of bottom lateral bars 912 and the second strip 922 placement. It is shown that said second strip contains from several sections connecting bendable places 922 b for folding. Each of these sections 922 a is reinforced by rigid rods (bands) placed along said web so that their ends are aligned with said bends 922 b, and said bends are placed between next bottom bars 912. Said web may be made from separate fragments that may be connected to one other by glue, hydrophobic Velcro, etc in the course of mounting. One of chambers 948 intended for filling with water is shown. Said ballast 952 is placed from above said chamber.

FIG. 9H represents a fragment of said SB. Two lateral bottom bars 912 and the second strip 922 of said web are shown. Between this strip 922 and the ground is located a sleeve 955. A thin flexible film 941 is at least a lower part of said sleeve's envelop. A top part is either the same film with one's back (or attached) to said strip 922 or, directly, the strip 922. The lower surface of said envelop 941 may be further covered with hydrophobic material or hydrophobic wool (not shown). Said sleeve 955 is placed along said second strip 922, surrounds said protected object and is intended for filling with water immediately after said skeleton and said web mounting. An interior of the sleeves 955 connected through pipes 956 and valve 957 to a water storing chamber 925 that is placed at a height over said SB. A majority of the protected objects have houses or trees so that said chamber 925 can be raised to a height up 4 meters or more. Such embodiment of SB can be successfully used if said SB includes said fixing means for fastening said barrier to the ground, for example, bores, screws, clamps and locked for attachment to preliminary buried concrete blocks (not shown), and the material of said strip 922 is low-stretched, bendable, for example, reinforced so that ends of rigid rods (bands) are aligned with bends. The process of installing such barrier comprises following steps: 1) placing said web at pre-determined site on the ground surface, 2) assembling said skeleton and its installation, 3) fixing the skeleton on the ground, 4) attachment said web to the skeleton, 5) opening tap 957. Since then, the water fills said sleeve 955. The height of said chamber 925 defines the water pressure that presses (by forces F) said web strip 922 to bottom bars 912 etc, which belong to skeleton affixed to the ground. This pressure of water presses (by forces f) lower surface of the film 941 to the ground's surface, preventing infiltration. This allows to prepare such barrier quickly, during to a few tens of minutes only, before loading ballast. Following ballast loading only further strengthens this barrier. If the ground surface is rough, then said skeleton can stepped and said sleeve 955 can consist of a few chambers, each of which corresponds to the certain range of heights and is connected to the store chamber 925 by a separate pipe with a valve.

FIG. 10A represents a “Detaching barrier” (or DB) for “weakening “surge wind-induced” waves. Said DB is based on the pontoon 1000. The pontoon 1000 comprises two groups of sleeve 1003. One group (air) is filled with air and creates the necessary force which is pushing said pontoon 1000 out sea water, the second group (water) sleeves is filled with water and creates necessary heavy ballast that is compensated the elevating force created by wind, moving along the web 1005, or falling atmospheric pressure. This web 1005 is located on the top surface of said pontoon 1000 and connects said sleeves 1003. The top surface of said web 1005 is carried out as much as possible slippery and hydrophobic to reduce influence of wind and to facilitate rolling downhill of water. The additional lower web 1006, connecting said sleeves from below, is one of said forming means. Water will be inevitable to get on top pontoon surface at strong wind. It is known various means that are make the surface more slippery, for example, polyacrilate.

The sleeves of the first and second groups can be placed in parallel and closely, as shown in FIG. 10A, or they can be moved apart on some distance. If the water filled sleeves are located perpendicularly to waves, then an additional useful effect “breakwater” shows up. The height of waves after such breakwater essentially is less, than it was before said breakwater in the face of wind (FIG. 10B). Such breakwater may be made in the view of a sleeve 1003 comprising at least two sections: one section that is filled with air, and second section that is filled with water. The sleeves 1003 of the first and second groups can be placed and perpendicularly to one other. Moreover, the sleeves filled by air can have expansions-chambers which form cambers (hills) on the top surface for removal of water.

FIG. 10C and FIG. 10D show an accommodation of the pontoon 1000 that is folded in the view of a package and is located on the sea near to coast or on the contrary the mouth of the river. The winches 1031 can be located on opposite riversides and keep said pontoon 1000 on a place by means of cables 1033 and 1034. The guide 1011 and sliding elements 1012 are shown in FIG. 10D. The cables 1034 are stretched by said winches 1031 that are fixed on a sea level and try to stretch said pontoon, providing its shape. These winches may be located on the ground, on the top of special columns or on towboats (it isn't shown). Said pontoon may be in the working state during to several days only, and expenses are almost insignificant. This DB may be protected by the group of breakwaters which can be placed before said DB (it isn't shown). Such breakwater allows weakening wind-induced waves.

FIG. 10E represents schematically the second variant of said “pontoon” comprising a set of said DB 1020 (in FIG. 10E only two DB are shown) that are connected to one another in working state. Said “pontoon” is extended by four unmanned towboats 1041 connected to said pontoon by cables 1032. The towboats 1041 are extended this structure in different directions by cables 1032. These towboats must only equalize local water current. These pontoons can be anchored (it isn't shown). The similar variant supposes that said DB, being in the collapsed state, and said towboat can be dropping from air ship (helicopters or dirigible-hybrids) directly in water or deliver by sea ship. This variant is intended for use when: 1) the destination point isn't known in advance, and it is defined on the basis of the current information on an environment, 2) surrounding coasts are not suitable for installation, 3) the large deep.

FIG. 10F shows schematically said DB after its dropping. Said DB collapsed package is unfolded (one step the process of transforming from collapsed state to working state). The sleeves 1051 (or similarly located chambers, or sleeves that are located otherwise, or balls) comprise automatic units connected to the cylinders filled with compresses air (or gas) that fill said sleeves with air automatically at immersing said DB in water (they aren't shown). Similar devices are widely known (for example in life jackets). Advancing filling of said sleeves 1051 provides necessary orientation DB so that DB would be directed upwards. Then other sleeves are filled. Compressing pumps (it isn't shown) connected to energy sources (oil, fuel-cells and the like) or/and said cylinders can be used. In the working state said sleeves must be pressurized. The in-float docking of two unmarred floating bodies may be executed using the experience of the two (one a tanker, one a receiver) unmanned aerial vehicles (UAVs).

FIG. 10G represents the fragment of the cross-section of said barrier that is located underwater after its straightening. This barrier comprises said bundles 1052 forming circular or n-gon planar structures. These bundles 1052 comprise at least one sleeve for filling with air. Said sleeves 1051 (FIG. 10F) and sleeves (or cambers) 1055, that are filled with air, are able to hold said barrier near water surface. Said bundles 1052 can comprise a set of openings 1061 that connect interior of cell chambers located between said bundles 1052 and the upper and the lower web (1005 and 1006) to water surroundings. Said barrier comprises a control unit (it isn't shown) that allows sequentially filling: 1) said sleeves (or cambers) 1055 (or said 1051) with air for holding said barrier near water surface, 2) sleeves belonging to bundles 1052 with water, straightening said barrier and filling said interior with water through said openings 1061, and 3) sleeves belonging to bundles 1052 with air, lifting said barrier on water surface, and said openings 1061 are closed by filled said sleeve with air. FIG. 10H shows cross-section of a bundle 1052 consisting of several sleeves. Covers of sleeves are executed from tire-like material. These sleeves can be located in parallel and connected to one another by special connecting bands (or made as unified structure) or twisted for rigidity increase and the DB form maintenance.

In FIG. 10I-FIG. 10J said bundle 1059 for creation of thin cod-liver oil film on the sea surface is shown. This bundle 1059 includes two, three or more sleeves 1066-68 (FIG. 10J). At least one sleeve is filled with water ballast, at least one filled with cod-liver oil as its bank and at least one—with air if this is necessary. These sleeves may be fixed alongside each other. The bundle 1059 may be fastened by anchors or by towboats (as FIG. 10E). Each bundle 1059 has a plurality of the apertures placed along its guide, these apertures are connected with said sleeve filled with cod-liver oil or the like which flow 1073 out said apertures. On FIG. 10I flexible cords (threads) 1071 which are wetted with cod-liver oil are shown. They protect a lateral surface of said cod-liver oil film from wind. It is known that the wind usually destroys film edges. The ends of cords 1071 can be connected also among themselves on sufficient removal from 1059.

FIG. 10K shows cross-sections of said cell chambers formed by bundles 1052. The film 1062 is a simple film, a save paper or a film with air-filled bubbles 1063. This film 1062 may be placed on sea surface directly or may be parted from said surface artificially, for example, by a plurality of bubbles 1063 filled with air. Said film lies on the water surface by tops of its bubbles. Sides of these cell chambers may be made on the base of said sleeves, forming a plurality of web-fragments from said film. The edges of these web-fragments are fixed to surrounding edges of said sleeves.

In FIG. 10L a rectangular frame design of said pontoon is shown, as example. The form of cells can be various, for example, diamond-shaped or hexagonal. Each of said bundles 1053 includes one or more said sleeves, form longitudinal sides, the cross sides and spreaders are formed by bundles 1054 and 1058 correspondently. In crossing knots these bundles are connected among themselves (is not shown) and form set of cells 1064. Each such cell-window has a downwind side 1071. The lateral sides 1057 and an upwind side 1056 of each of said web-cells also are shown. Inside each said window said web-cell is fixed. Said widows may be have different form, for example, diamond.

The web-cells shown in FIG. 10L use thin-film web in the view of cod-liver oil or the like film. Very thin film web forces to form such film constantly. The points shown on a downwind side of said cell 1072 are apertures (or slots) through which arrives cod-liver oil drops. These drops spread on water surface in each cell between the said longitudinal and cross bundles. Fixed at water surface level on other sides of said web-cells (at least, on lateral sides) internal shaping oil-philic strips (the matters executed, for example, from impregnated by oil or a porous material) help to keep a film longer time. Said apertures are connected to storehouse of oil which takes places in said sleeves (is not shown). Such design allows to keep a film longer and to reduce the oil expense. The haunches 1069 (they are shown only particularly) are fragments of one of said sleeves they are filled with water, air or oil. These haunches are pressurized. These haunches and said oil-philic strips allow smoothing off all internal edge of said “windows” and curvature of oil web-cell boundary. It allows increasing the said oil web-cells stability.

Similar cells can have the sides, the sizes of which are equal to several tens meters. Drops of the oil film (fish, seal, whale fat and similar hydrophobic products are most suitable as oil, mineral oils are useless), getting on water surface, quickly spread (such drop covers a circle having radius equal to 20 meters in five minutes). The known data specifies that only 50 grams of oil suffices for creation of the oil stain having the area equal to 0.01 sq. km. The big viscosity complicates the film rupture by a blowing wind. It is known that in known cases when oil pour out in the sea, the wind destroys only edges of the oil stain. For protection of edges of stains it is offered to fix at least on lateral faces of the said windows hydrophilic strips, which will interfere with destruction of film edges, and such film will longer remain. It will reduce also the oil expense. The plastic film prevents the transmission of energy from wind to water surface, the oil film doesn't prevent this transmission, but takes up received energy from waves.

The oil drops that fall on water surface form the “thick” oil film, and then this film gradually transforms into the one-molecular layer (approximately 2 nanometers). The oil particles on draw close together when they elevate on a crest of the wave, falling—said oil film extends. Thus there is a continuous mutual friction of oil film layers, absorbing a great deal of energy. Said energy losses cause weakening of sea waves. It is known from an antiquity that after pass of the ship the oil film is broken off, and there are higher waves. Arrows 1082 and 1083 show a direction to said towboats or to winches that are located on the ground (it isn't shown).

In FIG. 10M said “pontoon” is shown by fragments of their cross-sections. The space between said bundles 1052 is covered by one, two or three webs 1005, 1006, 1007. Said webs are made from thin material (film), for example: plastic film, bubbly film, oil film. These two adjacent fragments between, correspondently: one fragment between bundles 1052 n-1 and 1052 n, the second—between bundles 1052 n and 1052 n+1 etc. Each of said fragments (FIG. 10M_2 etc.) is a “cell” that are bounded by bundles 1052 and connected by upper web 1005 and/or lower web 1006, like as a drum. Said webs are fastened to on said pontoon inside or/and outside said “cell”. Said frames may include a plurality of separate “cells” that may have various sections on the sea level. FIG. 10L represents the DB structure having quadrangular “cells”, it is probably to use hexagonal etc, and also round “cells”, in which it is easier to use said twisted bundles. It is useful to use vertical form-building connectors that should be built in DB between different webs (are not shown) or the internal space of windows can be packed by a plurality of sleeves how in usual inflatable mattresses.

FIG. 10M represent fragments of five embodiments of said “pontoon”. The fragment FIG. 10M_1 is a part of lattice that is formed by bundles 1052 and is covered by the upper web 1005. This embodiment is a little practical and can be used at weak pressure difference. So in centre of “Catharina” by estimations pressure has fallen approximately to 0.1 bars and the total water ballast, that can be counterbalanced, must correspond to average thickness of water layer in 1 meter.

Only following embodiments (FIG. 10M_2-FIG. 10M_5) can compensate the said pressure difference. Therefore the thickness of a water layer over the lower web 1006 (and the distance between upper web 1005 and lower web 1006) should be an order to 1 meter. The “pontoon” (FIG. 10M_2) separates a water surface from a wind and atmosphere, interfering with a thermal exchange and water evaporation. The reflecting upper web 1005 improved this counteraction. The “pontoon” (FIG. 10M_3) uses a double-layer upper web comprising an absorbing upper layer 1008 and thermo isolating lower layer 1005. Heated layer 1008 allows creating upgoing airstream having a speed about 2-3 m/sec. These structures weaken atmosphere and water surface interaction.

The “pontoons” (FIG. 10M_4 and FIG. 10M_5) allow creating and keeping the additional surface layer of cold water that is interfered to water evaporation and transmitting said evaporation energy to vortical air structures. Ways of creation such additional layer of cold water are known, but it is not known how to keep on an ocean surface this water that is heavier than warm water of the ocean surface. The water layer between web 1007 and 1006 is said ballast. The cold water layer is located over said web 1007. The embodiment FIG. 10M_4 uses the closed tank between 1005 and 1007 for cold water; the upper web 1005 should have high heat conductivity. Proposed design allows decreasing necessary cold water volume up to 0.10-0.20 m and keeping its. The embodiment FIG. 10M_5 uses the open tank (over 1007) for cold water. In both cases it is desirable, that the web 1007 was thermo isolating. One-web DBs may be used only in the case of a little change of a atmosphere pressure.

Said water ballast chambers can be filled by pumps or can be filled automatically by through wide openings (or cuts) in the web of every chambers by submergence of said pontoon. One of said webs that is the nearest to sea water can be curvilinear cut, and a zipper tapes are fastened to opposite edges of which. This cut allows filling said internal space then corresponding window is underwater. The curvilinear cut ensures a free access for water to interior of said chambers. On one of ends of said cut the slider is set. After a hit in water (through predetermined time) said slider closes said cut by zipper. Said “pontoon” has sufficient water ballast at pressure of surrounding water. Such chambers do not require especially high impermeability, as a form is set by a skeleton that is executed from said bundles filled under pressure.

FIG. 10N shows a fragment of assemble, in which two parts 1001 of said pontoon are connected through an intermediate fastener of type of “zipper”. Each of said parts 1001 comprises the upper web 1005 and lower web 1006 and ends by zipper tape 1002 that envelops said bundle 1052. These tapes are connected by slider 1009. This slider consists of two parts 1038. On the top (for example) of each said part is mounted one of part 1039 of a lock. At approaching these parts are pressed to each other and are fixed in this condition by the lock.

FIG. 11A offers an artificial bottom relief 1120 comprising additional sand-water-air layers. The similar barrier is capable to weaken a little a shock wave as each transition from one medium in another is connected with energy expenses. Alongside an artificial forest is represented. It can be established on a way of said shock wave, weakening it and breaking on separate jets. Each such artificial “tree” consists from fastened 1122 on the bottom (or on the ground surface) a rigid (low elastic) rod 1121 (for example, reinforced plastic with carbon fiber and similar materials) and extended sleeves (crown) 1123 (more elastic) that may be include separate air or/and water filled sections and sections filled with sand or crushed stones. These constructions are simple and inexpensive. But they can bring serious effect. These trees can be connected with each other strong cables, forming steady “wood” which can be in due course to be replaced with mango or other similar high natural trees, in process of their long growth. These trees can be located at the bottom near to coast, protecting it, or ashore, weakening waves. Similar constructions can be used for electric power mining and decoration.

It is known that one of reasons of flooding is a shock wave that come from ocean depth and that grow near coast and in places of sharp reduction of depth. It is known, that many natural obstacles weaken influence of similar shock wave. FIG. 11B shows the figured block 1110 which can serve as the artificial obstacle on the wave way located on the sea bottom near coast. Such blocks cause the shock waves to spend a part of their energy or deviate stock waves out their direction. Each of said blocks can include an envelope from concrete that is then filled with sand by means of dredger. The analysis of bottom topology and possible shock wave directions allows calculating the form and the sizes of those obstacles. Said block directs and rejects a water flow upwards, forcing it to lose though a part of its energy at transitions of borders “water-air” and “air-water”. Such rigid designs will promote also to growth of colonies of corals.

FIG. 12A represents an apparatus for an active protection against shock waves. This apparatus can use a pin-point explosive. An electrohydraulic shock wave generator (ESWG) 1210 can be used convenient. This generator is encased in a hermetic housing and made in the view of an anchored float 1213. It may be placed above sea bottom, on sea bottom or buried into bottom ground. It comprises two electrodes 1211 that is brought to the external panel outside. The generator is connected to electric energy source by a cable 1214. A central supply line or local source, as in BioWave station (BioPower Co., Australia) or Tidel (SMD Hydrovision, England) can be used. Small capacity of said stations is not an obstacle as the waiting time of such shock wave is not less year. The generator 1210 can be switched on according to signal that is transmitted on a cable 1215. This signal is generated by from own gauge or the distributed networks of gauges that are detecting a shock wave or tsunami, for example, Global Sea Level Observing System—GLOSS or Deep-ocean Assessment and Reporting of Tsunami—DART.

FIG. 12B shows a base structure of said (ESWG) 1210 according to well-known publication of Yutkin L. A., “The electrohydraulic effect and its application in industry, 1986, L., USSR, (in Russian)”. An input block 1221 is connected to an electrical energy source (it isn't shown) by the cable 1214. The block 1221 increases a value of input voltage (for example, a transformer). A block 1222 rectifies said voltage and charges a capacitor unit 1223. A signal 1215 turns on an isolating key 1224, and the capacitor voltage through a forming unit 1225 (sharpening front of the signal of the capacitor discharge) is transmitted to a spark gap 1212 between electrodes 1211. It is possible to use the open spark gap 1212 or a conductive element (a metallic band, wire or a conductive paste) connecting the electrodes 1211 for thermo explosion. The thermo explosion of a copper wire (in diameter 1-2 mm and in length 50-300 mm) by the capacitor voltage that is equal to several kilovolts (by capacitance 1 microfarads and tens of kilojoules) can produce the pressure up to 1000 bars. Such explosion produces a hydraulic shock and generates a cavitations' cavity filled with vapor-air mix. This cavity extends sharply and causes moving and deviating considerable water masses. Such explosive is capable to weaken a said shock wave.

FIG. 12C and FIG. 12D show that the concentrators of energy may be made from concrete and fixed on the bottom 1233. This concentrator comprises the housing 1231 having corresponding shape. The electrodes 1211 are located inside the housing 1231 in the focus area. The concentrator shown in FIG. 12D is capable to throw its heavy cover 1232.

FIG. 12E represents a net 1240 comprising a plurality of said ESWG 1245 that are connected to each other by connecting lines 1254. Said lines 125 are connected by vertical line 1241 that are connected to floats 1253 and anchored 1251 to sea bottom. Said nets may be located vertically or at predetermined angle to the vertical. The nets may have plane or concave shape. FIG. 12G shows similar ESWS 1245 fixed to sea bottom by a lengthened cable 1241 and connected to control subsystem (it isn't shown) by cable 1281. An unit 1271 controls lengthening said cable 1241 according to signal 1272 from gauge subsystem (it isn't shown).

FIG. 12H represents elastic “sport fins”-like device 1261 fastened to ground 1252 (sea bottom or earth surface) and a cavity 1262, comprising said ESWG 1245 that is connected to command subsystem (it isn't shown) by cable 1281. By receiving said command said device 1962 straightens (1261 n) and created a strong wave. Said device less acts to environment.

FIG. 13 represents an artificial dam which can be created in a critical situation, first of all, for operative struggle against ruptures of small dams during flooding. FIG. 13A shows schematically a dam 1310 and a rupture of an earthen dam (1311) that is located between two earthen walls 1310 or rupture of said SB (it isn't shown). In FIG. 13A it is shown a palisade 1330 of columns-piles established from the helicopter-crane as it was shown above (FIGS. 4B, 4C and 4). This palisade can be established quickly enough. A diameter of said piles (rockets) and their length are defined by current conditions. FIG. 13B shows a said palisade 1330 location between riversides 1310 for creation of a cofferdam between riversides 1320 on a way of water flow.

Further a barrier-Patch for dams (PB) is described. PB comprises a web 1334 that is shown in FIG. 13C. On this web 1334 a set of members 1333 is fixed parallel to each other approximately. They can be executed in the form of rods of continuous cross-section, tubes or to have a figured profile. Each such member can consist of separate pieces or in the form of unified member. The length of pieces should be not less than double distance between said vertical piles 1330 (FIG. 13A).

The sleeves 1332 and sleeves 1335 that are attached to said web 1334 from two opposite parties (top and bottom accordingly) are shown in FIG. 13D-FIG. 13E. The sleeves 1331 may be filled with water, and it is desirable for maintenance of flat form of said web 1334. The heavy sleeves 1335 are filled with sand that allows pressing said bottom edge said web 1334 to bottom. For decreasing water infiltration between edges of said web 1334 and riversides 1320 or dam walls 1310 (FIG. 13A and FIG. 13B) said members 1333 that are located along lateral edges of said of said web can be moved out toward the nearest walls. Each of such members (or their parts) comprises, for example, a telescopic or self-propelled core (pipe). It is more useful variant if said lateral members are executed hollow in the form of a gun trunk.

Each of such trunk may be launched as the core-rocket horizontally aside coast, and said rocket sticks to the riverside 1320 or the dam wall 1310. Such core-rockets 1338 comprises the small-sized solid-state jet engine, and the member should be organized as recoilless device (if the members are executed as a single whole then recoilless is solved automatically at simultaneous switching on of engines on both ends). Said engines should be switched on right after lifting said sleeve 1332 on water surface. To close said cracks between said web and coasts (walls), said web can include the flexible sheets 1339 attached by the lateral parties of said web. The edges of these sheets are attached to head parts of said rockets. It allows to pin the sheet edges to coasts or walls and to close lateral cracks. It is possible to make the ends of the lateral members more springy 1337 that are fastened to web 1334 (FIG. 13H and FIG. 13J). This allows directing a harpoon 1339 to the riverside or dam's wall more precisely.

The sequence of installation of said barrier is following:

-   1) helicopters deliver a set of column-rockets to the predetermined     place from flooding and hover above it, -   2) rocket engines are switched on and are launched these     column-rockets aside bottom upright down (heavy columns could fall     under action of a body weight, but the weight of columns is limited     by carrying capacity of helicopters), -   3) the same or other helicopters deliver said PB that being in the     collapsed state in the view of package 1336 containing the web with     cores, sleeves 1332 and sleeves 1335, -   4) this package is dropped upright down so that it is pressed to     said columns by water flow (FIG. 13B), -   5) sleeves 1332 (one or more) are filled with air (gas) from the     pump (is not shown) or balloons of compressed gas (air). These     balloons may be dropped to bottom by said helicopters. -   6) The following step—said package 1336 gets smoothed out (FIG.     13E-F). FIG. 13G represents the following step: at least, one of     sleeves 1332 has risen on water surface, the barrier is     straightened. Further said cores 1338 are launched, get into the     coastal ground, extended and pressed the lateral flexible sheets     1339, closing lateral cracks between said web 1334 and coast 1310.

In FIG. 13H-L the sequence of actions at installation of said barrier is shown. The state FIG. 13H (fragment) shows that the unfolded web 1334 is pressed to piles 1333 by water flow and closes a rupture between coast 1310 and said web 1334. The water flow 1311 passes between said edge of said web 1334 and coast 1310. FIG. 13J shows cavities 1341, 1343 and 1342, 1344 attached to said web 1334. Each cavity consists of a bag 1341 and a tongue 1343 (1342 and 1344, correspondently). Said bags and said tongues are made from high-elastic soft material. Between said tongue 1343 and said web 1334 said housing of harpoons 1338 are fixed. Said tongue 1343 and corresponding bag 1341 are connected through an aperture 1352 (them can be a little) in a holder 1351 fixed on said web 1334. Inside this aperture 1352 the valve 1353 is placed. This valve 1353 closes said aperture 1352, if pressure from outside tongue 1342 more pressure in the bag 1341. The connections between said apertures 1352 may be made in the view, for example, a bayonet connection.

After a “shot” of said harpoons 1361 said zone between said web 1334 and coast is blocked by a lattice of the harpoons 1361 connecting said web-barrier 1334 to the coast. A pump (it isn't shown) for filling said bags 1341 (and sleeves) and said tongue 1342 with water (and air) is dropped together with a rolled package of said web (FIG. 13K). Said tongues being inflated block said zone 1311 and press to said coast by increased pressure. It is necessary, that the area of said bags 1341 that are covered said web, being under water flow pressure, it would be substantially more than the area of said tongues 1342. that is equal to said web area, on which water flow acts, it would be essential more than the area of the tongue 1342, on which also water flow acts (FIG. 13K). Improving this relationship is possible, using sectioning of said bag 1341 or said tongue, for example, as 1345 (FIG. 13L). The timer (it isn't shown) that is turned on at the moment of dropping.

FIG. 15 represents an example complex the system, including protection of separate houses by Surrounding house barrier, protection from surge waves Detaching sea surface from atmosphere barrier, barrier-Patch for repairing rupture of earthen dam and SB, and the basic Elongated barrier for territory protection, and also active and passive means of underwater protection, used for protection of territory, for protection of coast of the river, for creation of the channel for water drainage, as walls of a water basin, etc. They have a cheap design, accessible to mass production, allows preparing quickly theirs for protection against flooding.

The system provides an opportunity of preliminary installation anchor blocks (concrete or metal) as during preparation for expected flooding, and at the last minute, using helicopters. This system assumes that preliminary analysis of area, history of floods and FEMA's maps had been made, and the dangerous places, ways of water removal and the locations of water storage basins had been defined, and anchor blocks had been mounted in necessary places and necessary equipment for creating protective barriers had been prepared.

The given application represents a system of means which can be used at creation of the barrier system protecting from flooding of a different origin, on the basis of the same means, enough cheap and (it is important) providing operative installation of said protective means. 

1. A protective flood barrier system, comprising: one or more types of mobile protective flood barriers, wherein two or more rows of chambers and intended for installation on the main ways of flood flows and phenomena initiating said floods, fixing means for mounting said barriers on the predetermined places, sources of fillers intended for filling said chambers and chosen from following groups: natural sources (river, sea, atmosphere, flooding water) or/and artificial sources (water supply, reservoirs, storages, gas-filled cylinders); said system, wherein each of said barriers comprises: an elongate impermeable web made from flexible material or including at least one or more bendable fragments, the length of said web is depended on a flooding wave front extent and a protection zone size, each of said rows comprises one (a sleeve) or more said chambers, and at least one of said rows comprises said chamber(s) with flexible impermeable envelop, a filler for filling said chambers belonged at least to one of said rows, said filler is chosen from the group, including: water, ground, pulp, sand, combinations thereof; a filler for filling said chambers belonged at least to one of said rows, said filler is chosen from the group, including: water, ground, pulp, sand, combinations thereof, or more light-weight filler (air, oil), and each of said chambers having said intermediate envelop comprises inlet-connector for connection to the source of said filler directly or through intermediate chambers for filling with corresponding filler by means of pumping; said system, wherein said fixing means are chosen from following: pressing (ballast), supporting (piles, self-drilling piles, or the like), holding (cables, towboats, anchors, steel pins, plugs, screws, harpoons or the like), attaching (forces of intermolecular interaction or the like), and wherein said heavy ballast is chosen from following: sand, sand bags, RDFW sections, stones, pulp, metal, concrete, water, combinations thereof and the like, and wherein at least a part of said barriers can comprise preliminary mounted means (concrete blocks buried into the ground and having coupling means (clamp, lock, socket, screws or the like) for fastening of said fixing means; said web is connected to (or coincident with) envelops of said chambers at least in one of said rows located along said web; said system is characterized in that it has two states: working state and collapsed state; said system is characterized in that being in the working state: said web and said rows of filled chambers (sleeves) and said rows of said chambers (sleeves) detach water or wind stream from protected zone, and at least a part of said web is pressed: to natural supports and a substrate (ground, water) by said fixing means, or/and to artificial supports (to said block buried in a ground, to stone support, piles, trees, anchors) by forces of running stream; said system, wherein each of said barriers comprises forming means for supporting form of said barrier in the working state and/or in the process of transformation between said collapsed state and said working state; said system further comprises vehicle means (cars, helicopters, air or water ships, unmanned towboats and the like) that can be used for delivery at least a part of said barrier in the collapsed state, their correspondently components of said barriers and/or for installation of said barriers, said system, wherein said one or more said mobile protective barriers allow to create to four levels of protection (local, global, removal and repair levels), using corresponding given below types of barriers or their combinations that are chosen depending on features of expected floods and properties of protected objects, country topography, meteorological conditions and technical opportunities, comprising: a) the barrier of a global level (further EB—“Extended Barrier”) intended for protection of extensive territory against flooding (high water) located on the water way, wherein: each of said rows is made in the form of an elongate impermeable sleeve, said flexible impermeable web connects these sleeves, said forming means are intended for moving apart said sleeves on the predetermined distance from each other, giving a place for ballast loading, not waiting fillings of sleeves by filler, a diameter of the front sleeve turned to flooding not more low than expected flooding height, and a width of a web is sufficient for necessary easing of infiltration; said EB that being in the working state is extended on the ground transversely to flooding flow located so, that said web together with said sleeves lie on the ground surface, a lateral surface of one of said sleeves (front surface) is turned to high water, said sleeves are placed in parallel to each other at the predetermined distance that is equal to width of said web, said chambers are filled with water, sand or pulp, said ballast is placed on the surface of said web between said sleeves, pressing this web to the ground, the diameter of said filled front sleeves is more than the expected flood height; and being in the collapse state said EB is rolled up or folded in package; b) the barrier of a local level (further SB—“Surrounding Barrier”) intended for protection of separately situated objects, wherein: said forming means are made in the view of the rigid, geometric invariable, statically determined truss collapsible structure that is built of the base of bars (tubes, profiles), their combinations, and connecting elements, comprising a number of sections connected to each other and each said section comprises front face turned towards of flooding, the opposite (back) face, connecting a bottom face and lateral faces, said elongate impermeable web having at least one bend in a cross-section direction that divides said web into two longitudinal strips: the first strip having width not smaller than the height of said front face and said front face is not more low than expected height of flooding water, the second strip has width not less, than said bottom face extend in a direction that is perpendicular to front face, said width is sufficient for predetermined infiltration weakening, said bottom face and second strip are intended for ballast loading, and comprising one or more rows of through holes so, that one or more rows of said through holes are placed on said second strip and ach said hole is surrounded with ring-shape collar made from flexible material, said fixing means fastened to said skeleton and preventing to displacement of said barrier under a flood action, and said fixing means are chosen from following two groups: fixing only in horizontal direction, fixing in all directions, and said fixing means of said first group are chosen from following: metallic or plastic (composite) pins directed downwards for sticking into the ground through said holes directly using sharp point, said fixing means of said second group are chosen from following: rotatable screw, widen pins, clamps, locks or plugs for fastening to said anchor blocks buried into ground; said chambers of the first row are made as the continuous sleeve located along front of said skeleton, attached to the bottom face of said web so that it covers at least a part of said bottom surface of said second strip and is extended in a direction of an upper edge of the first strip, said sleeve is executed from highly-elastic material entirely or said web is a part of its envelop (top), said chambers of the second row are placed above said bottom bars belonging to said bottom face of said skeleton between lateral faces and are intended for filling with water or sand, and if these cambers are intended for filling with water, then they are connected to water source by a pipeline that may be placed above the upper bars of said skeleton or lifted above, said web and said second chambers have through-openings for passing said pins and so, that these opening don't disturb leak-proofness of said second sleeve; said system, comprising SB and wherein said SB being the working state comprises said skeleton that had been mounted on the ground around protected objects and fastened to the ground by said pins, said web that had been unfolded, bent and fastened on said skeleton so that said first strip covers said front face, said second strip is placed between the bottom face and the ground, said first chambers (sleeve) that had been filled with water, said second chambers that had been filled with water or sand, said ballast had been loaded to said web and bottom bars, and wherein said SB being in collapsed state is characterized in that said web had been rolled-up or folded into package, and said skeleton had been disassembled; said barrier, wherein said web characterized in that: a placement of said through holes correspond to said fixing means placement so that in the working state said fixing means that are fastened to said skeleton passes through said holes for fixing said barrier on the ground or anchor blocks, and said holes flexible ring-shaped collars are sufficient for prevention of water infiltration; c) the barrier of third type (further DB—“Detaching barrier”) separating water surface and atmosphere and intended for weakening processes causing flood, comprising: a collapsible pontoon including a plurality of the sleeves with flexible impermeable envelops, one, two or three webs, fastened to said sleeves or bundles united several said sleeves fastened together in parallel (or twisted, or interlaced), and the first web (main web) is aforesaid web, and other webs are placed from below and from above said main web, filling means capable to fill corresponding sleeves with water or air for filling with water and air and fastened to said pontoon and distributed from below, control means, comprising one or more blocks distributed on said pontoon and fastened to it and which are turned on in response to an external signal or automatically at the instant of arriving at sea surface, and wherein said pontoons have a structure that is chosen from following: a ruled structure, wherein said sleeves are placed in parallel fastened at predetermined distance, one part of said sleeves are intended for filling with air, other part—with water, and these different sleeves are distributed uniformly in pontoon and are fastened by main web from above and lower web from below as forming means, a cellular structure, wherein said sleeves are assembled in bundles, each of said bundles comprises two or more separate sleeves and these bundles form a cellular structure including one or more round (oval) or n-gon cells, and at least a part of said sleeves belonging to each bundle is intended for filling with air, and other part—with water, and wherein in the case if said pontoon includes two or more webs then they form chambers bounded by said bundles that are intended for filling with water, a plurality of small ball-like rigid plastic elements that are fastened to said pontoon and are intended for filling with air (light gas) using embedded gas-compressed cylinders, a combined structure; and wherein said one or more webs are chosen from following: single plastic film, plastic reflecting film, reflecting sun radiation and heat-isolating, reflecting sun-radiation and heat-conducting, absorbing sun-radiation and heat-conducting, cod-liver oil or the like; said DB, wherein further: said chambers are characterized in that they are connected to said means for filling with water or comprise curvilinear cuts through surface of said lower and upper webs in those pontoons if said pontoon comprises more than one web, and lower web comprises closing means a like zipper apparatus that is started by control means; said DB is characterized in that said barrier system comprising said barrier includes also: fixing means intended for holding said barrier on predetermined place, chosen from following: anchors fastened to sea bottom or coast, on special columns, underwater anchors, towboats connected to said barrier by cables or embedded into said barrier in the view of engines, or combinations thereof, necessary subsystem of navigation apparatus; said DB, wherein said air unit is made in the view of compressed air cylinder or air pump together with energy source and controlled by said control means, said water unit is water pump, and said energy source for said pump is chosen from following: fuel cell, oil engine, accumulator, (super)-capacitor, etc., the outlets of said units are connected to corresponding sleeves, the inlets of said water units are submerged to water, the inlets of said pump of air units are placed on the end of flexible tube connected to said pump and located on the ground or on water surface supported by light floating collar and is protected against water entering when said DB is in working state; said sleeves are connected to corresponding filling means; said DB that being in collapsed state is folded in the form of package having approximately equidistant folds that perpendicularly to said long edges of the pontoon; said DB that being in working state is unfolded and stretched in the form planar pontoon floating on the sea surface, corresponding sleeves are filled with air and a total air volume is sufficient for withholding of said barrier on water surface at necessary level, corresponding sleeves or/and chambers are filled with water and a total water masses is sufficient for withholding of said pontoon on water surface and overcoming a lifting force produced by the wind of atmospheric pressure falling, each of said bundles comprises at least one sleeve is used as forming means for stiffening said pontoon structure, and this sleeve is made in the view of pressurized sleeve, or said sleeve is filled with a plurality of said small ball-like rigid plastic elements and the air is pumped out said sleeve; said air and water masses are placed approximately uniformly in the gravity centre of said pontoon; d) said barrier system is characterized further in that it comprises auxiliary mobile barriers intended for stopping local water flow, in particular, river or caused earth dam or SB rupture (further PB-“Patch on Dam”), and wherein: said first row (top) is a sleeve having flexible impermeable envelop for filling with air, said second row (bottom) includes one or more chambers, said chambers are chosen from following: compressed-air cylinders and/or air pumps that are connected to said top sleeve and intended for its filling, chambers filled with sand or ground, combinations thereof; said flexible impermeable web connects said sleeve and said chambers so that they are fixed along opposite edges (top and bottom) of said web, the width of said web is more than the width of said water flow; said PB includes: a plurality of piles the length of which is more than said water flow deep, web forming means chosen means from following: a plurality of solid rods (tubes) having length that is not less than double distance between said piles by their instillation, said rods are fastened to said web approximately uniformly in parallel to water surface on a predetermined distance in some not necessary continuous horizontal rows, cross-beams connecting said piles made from plastic or metal, means for weakening water leakage between said web and rupture walls and bottom; said PB, being in collapsed state, includes said web that is folded in the view a package together with said bottom chambers and said empty top sleeve, that are connected to said web, and said piles; said PB that is being in working state located so that: a plurality piles forming a palisade transverse to the dam rupture, said bottom chambers are located on the bottom and form the bottom row from the current water side (external side), said top sleeve is filled with air and is located on the water surface, said web is stretched by said top sleeve and bottom chambers and is pressed to said palisade from the current water side by water flow pressure.
 2. The barrier system according to claim 1, wherein a part of said barriers, that is characterized in that along their surface the directed water or air flows move, and said barriers are characterized also that a part of a surface along which said flows move, at least partially, is made from or is covered by a material chosen from following: a superslippery coverings, a material having an antiturbulent relief, or combinations thereof.
 3. The barrier system according to claim 1, wherein a part of said barriers, that is characterized in that said web and sleeves or their part is directly pressed to the ground surface, and at least a part of the lower surface of said web and sleeves, adjoining to the ground, is made or is covered by a material chosen from following: a hydrophobic material or covering, an extensible material or impermeable sleeve covering said bottom surface, the special means chosen depending on property of said part of the ground surface (the ground, an asphalt) from the group including: a glue, a cement, a Gecko-adhesive material.
 4. The barrier system according to claim 1, comprising additional protective means that can be used to protect said ground-based barriers (EB and SB) against sharp and heavy objects by transferred by a powerful water stream and capable to damage envelops of said sleeves, said additional protective means comprise following: an envelop cover made from or is covered by the protective material, chosen from the following: Kevlar-like, metal or plastic chain armor, thin tiles from a rigid material (ceramics, metal, composite), and said tiles are located so, that to create minimal an obstacle to water flow; one or more rows of a set of high-strength preestablished hinged guard-cores, fixed in said anchor blocks or immured in the ground, said cores are established and folded in the hinges so that round, so that they lean back towards prospective flooding and has an emphasis against action of a water stream; a set of said cores comprising locks, located above these cores and which are capable to form a strong spatial lattice, being connected with each other directly or by means of additional cores, a high-strong web covering said spatial lattice, their combinations.
 5. The barrier system according to claim 1, wherein said anchor blocks are made of the concrete, metal or plastic material comprise locking means or fixing means located in vertical holes inside their upper part, and wherein said fastened means may be special means that are chosen from following: solid-state jet engine, additional weight, vacuum anchor.
 6. The barrier system according to claim 1, wherein said filling means are chosen from following: for said barriers that being in the working state are mounted on the ground surface these means comprise water pumps connecting said barrier sleeves and chambers to said water sources use electrical power supply and autonomous oil engine; for said barriers that being in the working state are located on sea bottom or between said sea bottom and near surface sea layer and made in the view of embodiments corresponding to underwater work and chosen from following: water pumps, compressed air cylinders, air pumps, combinations thereof; said system, wherein said pumps for underwater work comprise built-in energy sources chosen from following: fuel cells, electrical accumulators or oil engines, or said pumps are connected to group similar sources or power supply; each of said air pumps for underwater work comprises long input elastic tube, the length of which isn't less than predetermined working deep of said pump, one end of said tube is connected to corresponding pumps, other end is the inlet that is placed in the working state on water surface with the help of a floating collars made from light material as foam plastic or the like and comprise valve placed on said inlets that are closed at submersion and are opened at the water surface; each of said air pumps for underwater work intended to dropping from above and installation on the water bottom is characterized in that its shape and mass distribution allow to provide the predetermined orientation of said pump by said bottom arriving.
 7. The barrier system according to claim 1, wherein said barrier comprises one or more zipper assemblies, each of which consists of two zipper tapes and a slider, one of said tapes is fastened to said web along its lateral edge, other tape is fastened to other web or anchor (block), said slider may be hand-operated slider or an automatic; said automatic slider includes a start unit, a stop unit, a drive having two gear wheels for moving along said tape and energy source, and the step of said gear wheels corresponds the zipper pin step.
 8. The barrier system according to claim 1, wherein said forming means of EB are chosen in a necessary set of the following: rigid spreaders (metal or plastic strips), said spreaders are attached to the bottom party of said web perpendicularly to the barrier axis and located at regular intervals approximately along said barrier; rigid springy ribs chosen from the group, including: springy plastic, a whalebone, an alloy with shape memory, fixed on external (relatively said barrier) envelops of said sleeves and fastened to said spreaders, tube-like ribs that are made in the view of elastic tubes that are fastened to external side of said envelop and located like manner, said tube-like ribs are connected to a subsystem of longitudinal tubes and through theirs to water or air pump and must be filled primarily, a set of space trusses made that is made on the base of collapsible construction equipment having and located between said barriers closely so that first and back bars touch correspondently to envelops of first and back sleeves, and the bottom bars laid on said web; said barrier system wherein said rigid, tube-like elastic ribs and additional sleeves being in working state have the form of the arch roughly approximately corresponding to an angle pi/8-pi/2 and fastened to said sleeves envelops from outside concerning said barrier, and being in collapsed state they are extended along said spreaders, said barrier system wherein above-listed means may be used in the necessary combinations.
 9. The barrier system according to claim 8, wherein said barrier, being in collapsed state, is folded in the package view, said package is suspended (or it is laid) under overhead conveyor by means of sliding elements fastened to opposite lateral edges of said web or to ends of said spreaders on the predetermined distance along this barrier, and each said group of said sliding elements is mounting on corresponding guide of said overhead conveyor; said system, comprising a vehicle having a platform on which it is mounted said overhead conveyor having rigid guides-rails and said package is suspended or laid on said conveyor; said barrier system which transformation from the collapsed state to working includes following steps: a) joining up said sleeves to said pump subsystem via corresponding branch pipes located on one end of said sleeves, b) fastening said end to ground, c) deployment of said barrier system package at removal of said vehicle from a place of fastening said sleeves end, d) stowing said sleeves and web on the ground, e) filling said sleeves with by water from said pump subsystem and f) erecting said spreaders, g) loading ballast on said web between said sleeves, said barrier system, wherein said steps c)-g) may be carried out concurrently, said barrier system is characterized in that in the case if said transverse frame ribs are made in the view of tubes then additionally joining up said ribs to said pump subsystem concurrently with step a) and filing said ribs concurrently with step c), said system, wherein said web may be equipped by openings in the form of cringles for fastened said web to ground or anchor block.
 10. The barrier system according to claim 8, comprising an additional skating rink for pressing said web to the ground, said rink is attached behind to said vehicle or made on the base of a separate mini-tractor having nonmetallic tires or track and capable to move following behind said vehicle, pressing said web to the ground; said barrier system wherein the sizes of said skating rink and a tractor are chosen so that they don't touch said barrier; said rink may be equipped by mechanism for driving (or inserting) pin-plugs, sharp pins having heads and as like, directly or through the intermediate tape pressing said web to the ground.
 11. The barrier system according to claim 1, comprising said DB and a subsystem on the base of an overhead (rope) conveyor for transforming said pontoon from collapsed state to working and including two or more rope-guides, two or more winches are placed on the coast, first ends of said ropes-guides are fastened to these winch, two or more winches are placed on the coast or on the special columns or on towboats and second ends of said ropes are fastened to said winches; said pontoon comprises a plurality of sliding elements that are fixed to its envelop along its opposite long edges symmetrically and in regular intervals concerning its axial line at least in two parallel rows; said sliding elements are hung on said ropes of the conveyor so that each of said ropes is connected to said sliding elements belonging to one said edges; said ropes are fastened to the corners belonging to one of short edges; said barrier system, wherein air and water pumps are placed on sea bottom or between sea bottom and sea surface together with their energy source or are connected to electric power station located on the coast by a cable; said barrier being in collapsed state is characterized in that its pontoon is folded up in the view of a package and is laid on the sea bottom; said barrier being in working state is characterized in that all said sleeves and chambers had been filled with air and water and said pontoon had been placed on sea surface having positive buoyancy and stretched by said winches; said barrier system is characterized also in that the transformation said DB from collapsed state to working state comprises filling said sleeves and chambers with corresponding filler and stretching said pontoon by said winches.
 12. The barrier system according to claim 11, comprising means that are retarded water moving, anchored and located before said pontoon in a direction facing the wind and across wind direction, said barrier system, wherein said means are chosen in the necessary combination from the group, including: breakwaters located on the sea surface in the form of separate series or “broken lines” so that the distance between them is not less than the length of soothing water at given height (diameter) sleeves, each of said breakwaters is made in the view of sleeve including least two cavities, one of which is filled with water, other is filled with air so that the weight of said sleeve is exceed the lifting force caused by wind, and so that said breakwater has positive buoyancy; vertical elongate plastic “trees”, comprising cavities that are filled with water and/or sand at least partially, located underwater and fastened to sea bottom on the way of wind-induced current, said underwater “trees” are at least partially are reinforced by metallic or carbon fibers and at least partially are connected to each other by said carbon fibers, metallic cables and/or elastic ropes (ribbons); underwater hollow blocks made of plastic (composite) or concrete and filled with sand, said blocks the shapes of which are corresponding to hydrodynamic calculations and correspondently located for weakening water shock wave; underwater a plurality of electrohydraulic shock wave generators, placed on the expected way of a stock wave so that to concentrate their action to said stock wave.
 13. The barrier system according to claim 1, comprising said DBs and these DBs are characterized by properties and amount of webs used in said pontoons of cellular structure, and said pontoon is chosen from following pontoons used correspondently: one oil web formed cod-liver oil or the like, that is leaked from the openings located on the sea level in the downwind internal side of chambers and connected to oil source(s) located inside at least of said sleeves, and supported by oil-philic material on other side of said interior for wave weakening, one plastic web placed from above said pontoon, the top surface of which is chosen from following: smooth simple, smooth reflecting, smooth reflecting heat-isolating for weakening of wind influence on a surface water and on sea water heating, one plastic web placed from above said pontoon and made from two or three-layer material: the top layer top made from material with high radiation absorption and high heat capacity, a lower layer that is heat-isolating for air heating, one plastic web placed from below said cells made from heat-isolating material and forming an open pool in each said cell that is intended for filling with cold water from outside sources for air cooling, said cellular structure having said open pools and comprising the second web placed from above said pools and closing each said cell from above made from reflecting heat-conducting material and forming a closed chamber in each said cell for air cooling, one of aforesaid cellular structure using at least one said plastic web, comprising additional lowest web that placed from below main web and together with forming a chambers for water ballast in each said cell; said DB that is characterized in that filling means for filling said chambers with water ballast are chosen from following: one or more openings connecting interior of said chambers to external medium and located between separate sleeves belonging said bundles surrounding said chambers that are opened by empty sleeves and are closed in the process of filling corresponding sleeves with air, one or more openings connecting interior of said chamber to water pump fastened to said barrier, and that pump is turned on by empty sleeves and in turned off early in filling corresponding sleeves with air, one or more smooth curvilinear cuts (curvilinear relative to geodesic lines and sufficiently lengthy for the free bending of separable convex fragments) of said lower web, on which are mounted zipper bands and zipper sliders, said sliders are placed in the bottom stop by empty sleeves so that said cuts are opened, and said sliders are turned in at the beginning filling corresponding sleeves with air and closes said cuts, one or more curvilinear cuts (curvilinear relative to geodesic lines and sufficiently lengthy for the free bending of separable convex fragments) of one said lower web, on which are mounted docking units allowing densely, but not necessarily impermeably to close said cuts, said units are undocked free by empty sleeves so that said cuts are opened, and said units are docked in at the beginning filling corresponding sleeves with air and closes said cuts that are closed said chamber; said DB, wherein external sources of cold water are used for filling said chambers with cold water.
 14. The barrier system according to claim 13, comprising said DB and wherein: said DB being in collapsed state includes said pontoon folded in the form of package, said means for filling corresponding sleeves and said chambers, said control means, anchors, towboats and navigation means that are fastened together with said pontoon, and all together fastened to the helicopter, airplane and the like for carrying theirs and dropping into predetermined place on sea surface; said DB comprises a plurality of floats placed connected to said pontoon by cables of the predetermined lengths, said cables are fastened in points corresponding to folds of said collapsed pontoon, and the buoyancy of said floats is sufficient for retention said pontoon inside near-surface sea layer; said DB is characterized in that the transformation from collapsed state to working state and occupation working position on the sea surface comprises following four steps, after fulfillment of each of which correspondently: after first step, comprising dropping said DB in collapsed state and arriving at sea surface, said control means had been turned on automatically, and said control means had turned on said water pumps, after second step corresponding sleeves had been filled with water, said water pumps had been turned off, said air pumps or/and compressed air cylinders had been turned on by said control means, after third step said air pumps or/and compressed air cylinders had been turned off, corresponding sleeves had been filled with air, and said air sleeves had given buoyancy to said pontoon, after fourth step said pontoon had ended said transformation and had been placed on the sea surface in the working state; said DB, that in the case if said pontoon comprises said upper web said transformation comprises the fifth step, and after fifth step said cold water chambers had been filled by external sources; said DB, that in the case if said pontoon comprises said lower web and said lower web don't include said cuts said transformation comprises additionally following: after said first step said control means had turned on said water pumps for filling said chambers with water, after said second step said chambers had been filled with water ballast and said pumps had been turned off; said DB, that in the case if said pontoon comprises said lower web and said lower web includes said cuts said transformation comprises following: said second step includes three stages: the first, the second and the third stages, and after first stage of said second step corresponding sleeves had been filled with water, said water pumps had been turned off, after second stage of said second step said chambers had been filled with water, said sliders had been started by control means commands after predetermined time interval, after third stage of said second step said sliders had been stopped by “top stop”, said air pumps or/and compressed air cylinders had been turned on by said control means; said DB, wherein said control means control using for determination of moments of said stages and steps following: the time delays, the air or water flow gauges located inside said pipes that connect said pumps to said sleeves and/or chambers, the pressure gauges, “top stop” signals or external signals; said DB that being in said working state, are supported on the place by said anchors and/or said towboats; said DB, wherein the fulfillment of said adjacent steps may be partly combined, and wherein in the case if said cylinders and/or pumps are fastened by demountable connections after third step said cylinders and/or pumps had been dropped to the sea bottom in full or in part.
 15. The barrier system according to claim 1, comprising PB and wherein said PB is characterized in that the mounting of PB on the place of dam rupture comprises two stage: a delivery of said piles, web, sleeve and chambers by an air crane, comprising one or two helicopters, on which said piles are located along in line, and said package of said web is located on this cross-beam separately at predetermined distance on that side that is to be external side, and the installation of said PB is carried out by means of dropping this apparatus so that: said piles block said rupture, said web cover said piles, said chambers are formed said bottom row on the bottom along bottom part of said palisade from the current water side, said sleeve is located along said palisade in parallel to bottom; said PB comprises block for controlling valves of said cylinders, turning on them on a signal from a sensor detecting a hit to water or from an external signal; said PB comprises two lateral gaskets located between lateral opposite edges of said web and walls of protected dam surrounding said dam rupture, said gaskets are made in the view chosen from following: skirts stretched by spreading means chosen fro following: rigid spreaders (metal or plastic strips), said spreaders are attached to the bottom party of said web in parallel to water surface bottom approximately and located at regular intervals approximately along said barrier; rigid springy ribs chosen from the group, including: springy plastic, a whalebone, an alloy with shape memory, fixed on said web in parallel to water surface bottom approximately and fastened to external side of said web, tube-like ribs that are made in the view of elastic tubes that are fastened to external side of said web and located like manner, said tube-like ribs are connected to said cylinders (for filling with air) or to water pumps that are located in said bottom row together with energy sources, bladders having flexible envelop and widened by air or water pumps that are located in said bottom row together with energy sources; said PB further comprises fastened means for weakening of water leakage between said web and said dam walls, and these means: in the case of ground dam include: two groups of harpoon guns that are fastened to two lateral opposite edges of said web, directed to opposite walls of dam rupture in parallel to water surface and connected to corresponding aprons by short ties, said two groups of harpoons located inside said guns, said harpoons are chosen from following: guns using a string for launching said harpoons, harpoons having a embedded solid-state jet engine, two groups of bladders having flexible envelop, said envelops are covered by high-elastic hydro-phobic wool-like material, in the case of SB rupture said means include: two groups of bladders having flexible envelop, said envelops are covered by material chosen from following: high-elastic hydro-phobic wool-like material, Velcro covering, gecko-adhesive covering, and said material covers corresponding places of said bladders which can be pressed to said walls at expansion of bladders; said barrier system characterized in that it can use said velcro-covering of said PB bladders for repairing of SB if said front sleeve of said SB is divided into separated sections, said sections are connected to said source of said filler independently and if the places of external surface of front sleeve of said SB that correspond to said aforesaid places have covered by Velcro; said barrier system characterized in that when the width of said rupture is more than the width of produced web then said rupture can be closed by several PBs, these PBs are installed across said rupture with overlapping, and edges of adjacent PBs comprise only said bladders as fastened means.
 16. The system according to claim 1, wherein an analysis of maps of the protected territory, a flood prehistory, a weather forecasting and a plurality of objects placed on this territory defines placing of one or more said barriers of one, two, three or four types in those places where the height of flood water rising isn't more than predetermined value for such barriers, and wherein at the early flooding: said barriers of 1-3 types being in the working state correspondently: 1) the EBs protect said territory, riverside from forecasted water rising, walls of water-storages-traps, ways for people evacuation and water removal, 2) the SBs protect separate houses and important objects, 3) the DB protects a river mouth or a narrow bay from surge wind-induced wave, and said emergency PB being in collapsed state as together with piles and duty helicopters are located close to dangerous dams.
 17. A mobile flood barrier intended for mounting around protected of separately situated objects against flood, comprising: means for a skeleton creating in the view of a rigid, truss prefab collapsible structure, comprising a number of bars (tubes, profiles) or their compositions and connecting elements, said elongate impermeable web having at least one bend in a cross-section direction that divides said web into two longitudinal strips, a first and a second strip correspondently, and comprising one or more rows of through holes so, that one or more rows of said through holes are placed on said second strip and each said hole is surrounded with ring-shape collar made from flexible material, fixing means fastened to said skeleton and preventing to displacement of said barrier under a flood action, and said fixing means are chosen from following two groups: fixing only in horizontal direction, fixing in all directions; said barrier characterized in that it has two state: a working state and a collapsed state, and when it (said barrier) is in collapsed state said web was folded in the view of package or rolled, and said skeleton was disassembled, and when it (said barrier) is in the working state: said skeleton was mounted on the ground around protected objects in the view of a space rigid, geometric invariable, statically determined truss structure fastened to the ground or anchor blocks buried into the ground by said fixing means and having quadrangular cross-section approximately, a bottom part of said skeleton on which said fixing means are fastened and which is pressed to the ground directly or through said web or/and envelops, a front part is an external wall of said skeleton, said web was unfolded, bent and fastened on said skeleton covering said skeleton at the front and from below so, that external edge of the first strip is fastened to the top of said front part, and the opposite edge of the second strip was fastened so, that fully to cover a bottom part from below, said front part and bottom part of said space truss of the skeleton are geometric invariable, statically determined truss structures, said front part comprises a upper row of bars connected in series, a lower row of bars connected in series, said lower front row is a front bottom row of bars connected in series and said bottom part comprises also a back bottom row of bars connected in series, and said rows bound said parts, each of said parts is divided into cells-faces by bars that are perpendicular to said lower front row; said barrier characterized further in that: the first strip has width not smaller than the height of said front part and the height of said front part is more than expected height of flooding water, the second strip has width not less than the “width” of said bottom part in a direction that is perpendicular to front part, said “width” is sufficient for predetermined infiltration weakening and necessary stability of said barrier position; a placement of said through holes correspond to said fixing means placement so that in the working state said fixing means that are fastened to said skeleton passes through said holes for fixing said barrier on the ground or anchor blocks, and said holes flexible ring-shaped collars are sufficient for prevention of water infiltration.
 18. The barrier according to claim 17, comprising said means fixing in all directions, one or more storage clambers located from above said barrier and filled with water, a sleeve consisting of one ore more sections and located between said second strip and the ground surface so, that a lower envelop of said sleeve is made from thin flexible impermeable film and upper envelop is a part of second strip or the same thin flexible film, and said sleeve or its chambers are connected to said storage chambers through tubes including valve that are turned on after mounting said barrier, said fixing means are chosen from following: screws inserted into ground, plugs (clamps, locks) for fastening into the preliminary mounted and buried anchor blocks.
 19. The barrier according to claim 17, comprising said fixing only in horizontal direction means, said web is characterized in that said second strip is parted on sections in transversal direction, said sections are reinforced by rigid rods (banks) that are directed along said strip, said sections are connected to one other by areas made from bendable material, said areas are located between nearly said bottom bars that are perpendicular to said lower front row, said ballast in the view of chambers filled with water, chambers filled with sand and weights (stones, metal, concrete, etc), said weights are placed from above said chambers, said fixing means are chosen from following: metallic pins or extended vertical bars that are directed downward for inserting into the ground, said ballast, their combinations.
 20. An apparatus for protection against shock waves mounted underwater in the path of expected waves and chosen from the following: 1) a passive apparatus of protection: 1-1) an artificial relief (shape) of a dangerous part of the sea bottom created with the help of plastic chambers filled with sand, air, water, and with the help of hollow concrete blocks filled with sand; 1-2) a plurality of artificial “trees” made from strong plastic (composite) and comprising chambers filled with sand, water or/and air, established in vertical position and fixed on strongly buried basis; 1-3) a plurality of said artificial “trees”, a body of which is reinforced by steel or carbon fiber; 1-4) said “forest” comprising said plurality of artificial “trees”, wherein said “trees” are connected by strong ropes, carbon fiber cable and the like; 1-5) a plurality of rows of concrete blocks (continuous solid or hollow filled with sand), said blocks having extended base and one surface of which has a concave form, is turned to expected wave direction so that to deflect said wave or its part; 2) an active apparatus of protection: 2-1) a plurality of electrohydraulic shock wave generators (ESWGS) that are mounted on the sea bottom near a bend of bottom where a sharp growth of wave is predetermined; 2-2) a plurality of electro hydraulic shock wave generators that are mounted into water thickness and fastened in upright position with the help of anchors and floats; 2-3) a plurality of nets that are mounted into water thickness and fastened in upright position with the help of anchors and floats, the plane of said nets is directed to expected direction of said wave, and a plurality of said ESWGs are located in chosen nodes of said nets; 2-4) a plurality of concrete block having a concave surface, said concave surfaces is faced to expected direction of said wave, the form of said surface allows concentrated said shock wave that is generated by said ESWG located in focus area; 2-5) a plurality of ESWGs sealed a case and coming to the near-surface after receiving command about stock wave appearance; 2-6) a plurality of “sport fins”—like elastic devices comprising one or more internal cavities inside which said one or more ESWSs are located, and that are straighten up after command about stock wave appearance so that to push out water masses (or their part) upwards; 2-7) a plurality of hollow concrete blocks, each of said block has a concave lateral surface that is closed by a free-lying cover, the plane of which is turned to expected direction of said wave, said ESWGs is located inside of said concrete block, the parameters of said generator and said cover, their sizes are calculated so that the pressure produced by said generator would be enough to push said cover towards to said wave; said apparatus, wherein said electrohydraulic shock wave generators comprise: two electrodes, a electro energy accumulating device (a capacitor) connected to said two electrodes at least through one controlled isolating key, said accumulating device is connected to energy source through a voltage multiplier by a cable, said controlling input of said key is connected to external controlling station or a shock wave sensor system, said accumulating device comprises an air/water tight housing, said cables are isolated from water; said electrodes are mounted on the external surface of said housing so that said electrodes are isolated to one other, and a predetermined gap that is intended for using as spark gap or their connection by metallic wire having predetermined parameters is remained between said electrodes, said apparatus, wherein said energy source is a ground-based electro station or a WEC; said apparatus, wherein in the case of said net using said cables are made to agree with coupling lines of said net; said active apparatus is characterized in that in that moment when through these masses the stock waves front passes or to create on the stock wave way one or more cavities filled with a steam-air mix. 